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Home My WebLink AboutBuilding plans430 C V ER DRIVE NE, PALM BAY, F= 3290 i"el: (321) 733-7092 Fax= (3 1) 733--7 7P STATE ' OF FLORIDA DESIGN CRITERIA: CERTIFIED- BUILDING CONTRACTOR: .FLORIDA BUILDING CODE, RESIDENTIAL, 6TH EDITION (2017) *ALL LOCAL AND STATE CODES DRHORTON HOMES -OCCUPANCY — RESIDENTIAL, GROUP R3 1430 CULVER DRIVE NE •CONSTRUCTION TYPE — VB PALM BAY, FL 32907 *MIN. INTERIOR FINISH •BASIC WIND SPEED — CLASS B — Vult=160 MPH TEL: (321) 733-7092 Vasd=124 MPH (321) "733-7972 -EXPOSURFAX: �1—STORY RESIDENCE -1-STORY - c -2—STORY RESIDENCE MAX. HEIGHT AS PER LOCAL AND STATE CODES • STATE OF FLORIDA PROFESSIONAL ARCHITECT: MICHAEL C. ANDERS'ON AR No. 17305 A.B. DESIGN GROUP, LLC 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 Tel: (321) 802-3591 DRAWING /CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE .CONSTRUCTION BASED ON THE DRAWING SET. ABBREVIATIONS REVISIONS DESCRIPTION AB V, ! ABOVE LAN. LAVATORY CD515SUED .A/C ADJ, AIR CONDITIONING ADJUSTABLE LUM. iVLC.- . LUMINOUS MEDICINE CABINET. FDATE 201'1 FBC UPDATE ALI. ALTERNATE MFR. MANIJFACTI TRER AMP. - AMPERAGE MIN. MINIMITM BOARD M.T. METALTHRESHOLD- QYS RE -ISSUED CAB. CENTER LINE CABINET MTD. MTL. MOUNTED METAL. SIDING ELEVATIONS ADDED CI G. CIR. CEILING CLEAR FAR N.T.S. O.C. NOT TO SCALE ON CENTER ®3R6A8 GD�S-ISSUED - 0411SAD FOOTING REVISION PER M. BOU ES CONE CPT. CONCRETE CARPET YL P.B. PROPERTY LINE PUSHBUTTON. 06121A$ CVS-ISSUED C.T.CERAMIC TILE PH. PHONE D, : DRYER. PIT. PLATT DBL. nGHBt,F PLvwD. Pr.vwooD 02A9/19 ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS) DG -. DIA TAJAL GLAZED DIAMrTFR PR. P.T. PAIR PRESSURE: TREATED 02/22/19 PLAN MAINTENANCE DIM:. DISP. DIMENSION .. DISPOSAL. R RAD. RISER RADIUS 0312BA9 'REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/24/113 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELB.) DP. DR. I- DEEP DOOR R.A.G. REF. RETURN AIR GRILL REFRIGERATOR RM ROOM SQ.FT. ('I , CALL. S D.S. DTL. D.W. EA. ELEV. EX EH. DOVNNSFOUT DETAIL DISHWASHER EACH rLeVATION EHA EXHAUST ST R.O. S.C. S.D. S.H. SITESITESHEET SHTHCi. ROUGH OPINING SOLID C'ORIEXTDR SMOKE DETECTOR SINGLE HUNG SHEATHING 04124AS REVI5=w WAG VOLWIE-5 ON 5wri CALL SCHEDULE lMELB.) 06/12/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/SI.IA (ORL) LIVING 1828 SQ. FT. GARAGE 430 SQ. Ft. ENTRY 16 QJQ. FT. 06A2/19 ADDED LED LIGHTS a KITCHEN 4 5ATN PER MARK BOWES OIAWIS ADDED STONE OPTION ELEVATION C 4 D (TAMPA) 09AIA9 ELEVATION es, SIDING -ADDED LOUVER s GAME ROOF LANAI W SQ. FT. EXT. r.G./Ex EXTERIOR FIXED GLASS SHWR SIM. SHOWER SIMILAR TOTAL 2362 SQ. FT. F.G. FIN. FUEL GAS FINISH ST.. SL. GL. SLIDING S1.TDTNG GLASS A/C VOLUME IrJ-120.9 CU. FT. PLR FLUOR FLOOR FLUORESCENT STD. ° SWS STANDARD SHEAR WALL FR. DR FRENCH DOOR SECTION FTG. FOOTING TEMP. - TF,MPEREDC.LASS GA. GAUGE THK. THICK GAR. DISP GARBAGE DISPOSAL. T.O.C. TOP OF CURB GIT1 GROUND -FAULT CIRCUIT TOP TOP OF PLATE INTERRUPTER T O S TOP OF STAB GL. GLASS TYP TYPICAL, GYP. BD =' GYPSUM BOARD '. U.N.O. UNLESS NOTED H.B. HOSFBIB OTHERWISE H.C. '':. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HGT.OR HT HEIGHT W/ - WITH INSUL., INSULATION WD. WOOD TNT. INTERIOR WDW. WINDOW— r - W/H, WATER HEATER k W.I. WROUGHT IRON ry ll s 'CEI /ED FEB 0 4 2020 ST. Lucie County, Permitting INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG CS -COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG P1—PLUMBING PLAN PG M1—HVAC PLAN PG D1—DETAILS PG D2-DETAILS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS STRUCTURAL SHEET PG S1—FOUNDATION PLAN PG S1.1A—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.113—DETAILS PG S3.1C—DETAILS PG SN1—DETAILS PG PAl —PRODUCT APPROVALS DESCRIPTION �a --0 �471Ozb REv'EWED FOR CODE COMPLIgNC ST. LUCIE COUNTY BOCC 551 S. APOLLO BLVD., SUITE 202 iNELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 HDI�8° u[P30R CREEKSIDE LOT �105 OJECTi 005R1 D "1828—CALI" GARAGE SWING: LEFT FADE: F, E% rl COVER SHEET l 65 MPH EXP. • , _ _� �.. _„ ems„+'.; . ARCHITECT- STATE OF F1_ FRb3 WGHAJ�L AK0EFWN AR NO 1i305 PRINT DATE: 10 17 19 ZSCA.IjE: 1/4"=1'-0" ;SET S GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-1U ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. ' THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. I SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. s 5. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES 6' OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODE S. l 7. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8' CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8: THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER 10. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. I GARAGES AND CARPORTS 1, GARAGE DOOR ? A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER I 2, AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS - NOT LESS 1 1-318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS.IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGSSEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL,HAVE NO OPENINGS INTO THE GARAGE 4 AS PER SECTION R302.6 & TABLE R302 6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY N LESS THAN -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN''/2-INCH GYPSUM BOARD OR EQUIVALENT. 1AN ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/z THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. ;STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I !NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1, 6, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITHF1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM W PVC (SCHEDULE 40), INSULATED WITH'/2" AMAFLEX. 4. SHOWER HEADS SHALL HAVE,A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTIONP2603.2. EXTERIOR WALL COVERINGS 1, ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCEWITH TABLE R301,2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES -THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, /8" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-Cl063-12a 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS T" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-11AAND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R3027. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S! CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE1,1/2"'GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS), CONTROL DATE: 07/23/19 (CM) 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J w P q m U w F y U w 4 F A " TTDI`�'� T T: Mj CREEKSIDE LOT #105 PROJECT# 04321.201 105R1 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT :SAGE: y GENERAL NOTES =a E�+ j TT L l 'l. R. 4 a I C k 4 n I".,Y :/ • .A.Fw afA*3ieY3JWYl:!i.^i ..i"4A :�'wY'eilP#NSn l_.azu�:'.y AHCHIT EC`T a STATE OF FLORID, L -7 n I ICHAEL C. ANIDERSON AR NO V305 10 17 DATE 19 / / SCALa!"u: 1/4"=1' - O" SHEET IV G i1 GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATAGORY r I SUBJECT TO DAMAGE FROM SPEED CMPH) TOPOGRAPHIC EFFECTSk WEATHERINI FROST LINE DEPTH" TERMITE° NA 160 C NA INEGLIGAl I NA I VERY HEAVY WINTER ICE BARRIER FLOOD AIR MEAN DESIGN UNDERTLAYI.IENT HAZARDS a FREEZING ANUAL TEMP" REQUIRED" INDEX TEMP 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.5.1 THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL SE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10.5 (2) 3052-SH EGRESS 7j I 1 771 77 L OWNER'S SUITE CAA n OWNER'S BATH a> W-W c A 36'x60' � SHWR. PAN -- W/ ENCL u � IR-1SH BEDR ENM #4 .. b'-b' CrLCL (2) R OM LILANAI I e 1 -0.1 10'-0" I l0 � I DINING 2xa s - Wills' cLcL x u N `'•8 1�_10112 m Ai6 oil4' 4" T'-5" 6' 11' r- 1�+�-11 I 1R-1SH V— .--- — — — — — — V. � e W.I.C. IN b36 b 8 CLG bFIT� -S - IR-ISH J SINK V 2'-8" ii R3'' 0" _ ab36 KITCHEN j o I LAUNDRY b'-V CLG 6'-a2'-4" Al _- PAN.�K O 3-SHARG+V F ZF0 es LL----J --- cO C. N I v N c� V > V I IC c0 IK I �%a n 18 " L0' " ,p 1 8 4 - 3'-4 3 6 �t 2 8' II @ �, 1p __ QII - _ tu r II N R A ,� BEDROOM #3 = {�� a& ryq vMT. 3'-8" 6'-8" 3'-411 0 OWH. r— z2'x54r-1 ATTIC ACCESSALL BOLLARD I------� OND PER BLDG. AS REQ. LAV�.� CODE oil B = 4= 3 " GARLE ROOF ey „ _ Y jj 4 s GABLE .`OFS 90 M 0 z 86" HP RCS N 't4c,' €� : 4 I c it, ii s,is W-K MOUAIE R 0112(7) COMPONENT AND CLADDING E RE ZONES dl I AI UI> \ m tiBATH #2 In V-b' CLIS e � GARAGE °'AGE V. 2'-4" FOYER E 3mb�a BEDROOM #2 36 W/ 8 -8 CLG. 0 TRANS. ENTRY - u :1 Z Willi ARCH 49 I (EGRESSSH --------- --------- 2'-8' F'13'-101, 3'-1@ 101-211 21'-4' 4 -4' 14 -0 EXTERIOR MASONRY WALL BRG. HEIGHTS SI 1511 /i 10'-8' BRG. � I BRG. LIVING 1828 SQ. FT. GARAGE 430 SQ. FT. ENTRY I6 SQ. FT. LANAI 88 SQ. FT. TOTAL 2362 all FT. AIG VO I iF -- 15120.9 CU. FT. OPBm B�OUTAAFE ZOPE 100 WH WILD WO FEMARKCS MIN. WINDOW 10 5 34/-45 CRITERIA l EXTERIOR SWING 21 5 32/-42 DR. MIN. CRITERIA Sl MIN. 12 5 30/-31 ?' CRITERIA 8010 O.H.D. 56 5 32.5/-38.0 16010 O.H.D. 112 5 30."1 SOFFIT N/A 5 31.6/-38.8 ROOF TILE N/A 3 -6829/ IF -5829 TAPPLICA5L``� ��1 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL I I PRESSURE COEFFICENT = f 0.18 BLDG.' CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR 11iT/T1IlATAT T• XTT T^A" TT.T I' L'IJ ua...f II IIT1 Lii MANUFACTURER. •l I,uro rnvm 111r r'nu1jul'l 001110101- DATE I N i v DBL. TOP PLATE 0 FLOOR PLAN BAR DETAIL A SCALE: 1/2' = I' - ARCH DTL. SCALE: 1/4' - 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE ANC) RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB-COIR'E STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 9 551 S. APOLLO BLVD., 9 SUITE 202 IJiELBOURNE, FLORIDA3290 PH: 321-802-3591 www. a b d e s i g ng ro u p. c o rn AA #: 0003325 -R.M.-Mv RMl4 N ; 04 U w 2 EF 0. II Go g �j F n, I I CREEKSIDE LOT #105 PROJECT# 04321.201 105R1` MODEL: k= 4EBB "1828-CALI" ,ARAGE SWING, LEFT PAGE: i �y FLOOR PLAN r{ f� 60 MPH EXP. C ARCHITECT. STATE OF FLORIDA y 201f K ^ - i� MICHAEL C. ANDEFiSON AR NO T7305 PRINT DATE: 10 17 19 SCALE: 1 /4"=1' — 0" SHEET Al i EQUAL EQUAL v EQUAL EQUAL TO CONTROL JOINT TO CONTROL JOINT TO CON ROL JOIN TO CONTROL JOIN +/-19'-O BLDGz. HCaT.� —- - - - 12 _ SHINGLE ROOF DECORATIVE ° REIZE FOAM DRAIN BAND 6 6 -- TILES d V RAISED 5'-8" BRCS. HCxT. OPT. COACH L IC%HT I m I U 0'-0" FIN. FLR. ems.. - I 9 75 BAND (TYR) WAI WA 8'-8" BRCS. HaT. 1-011 y I I 16'X60' FYPON DECORATIVE 45 NUTTERS OR A QUIVALENT L I t 4' RAISED T BAND (TYP.) ----- I I 0'-0" FIN. FLR. FRONT ELEVATION oC.LiLC: 1/4 = 1'-W- ICXIUTCCV t-l' NOTE: WALL FENESTRATION FLASHING AS PER FBCR wa r 1.r S'-S" BRCz. NCzT. 4B 4A 0'-0" FIN. FLR. OFF RIDGE VENT OFF RIDCsE VENT A � TYP. - — - — - — - — - — - — - — - — - — - — n I I �0'-0" FIN. FLR. - ILD\,EA IE LEVATIL O N SCALE: I/4 -` 1'-0' TEXTURED FINISH j�6-8" BRG. HGT. v 8'-8" BRCS. HGT. - --- "-- ------ ------------------ .8'-8" SRn. HGT. 1' 1'-0" DECO. DTL. A SGALE: I!2 = I'-0' 0'-0" FIN. FLR _ - --_ _ _-- _-- --- _---- _ - o0'-m" FIN. FLR. MODEL 1828-CALI-4EEIt3 AREA OF ATTIC = 2450 SQ. FT. NET FREE VENTI LATION AREA LEFT � LIE VAT I� ®N REQUIRED - REQUIRED VENTILATION AREA 24501/ 30 /300 SCALE: 1/4 = 1'-0' TEXTURED FINISH = 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = .4X 1176 N UPPER PORTION OF ATTIC = 470.4 SQ. IN (BALANCE TO BE PROVIDED IN OFF RIDGE VENT SOFFITV OFF RIDGE VENT FIGHT IELIEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH ENTS) OFF RIDGE VENTILATION AREA 138 SQ. IN. PER VENT (net free area) TOTAL# OF VENTS REQUIRED = 3.41 TOTAL#OF VENTS PROVIDED 4- SOFFIT VENTI LATI ON AREA 7 SQ. IN. PERLINEAR FT (net free area) LIN EAR FEET OF SOFFIT REQUIRI 67.20 8'-S BRCS: HCsT. 1 -01 0'-O' FIN. F 551 S. APOLLO BLVD., SUITE'202 MELBOURNE, FLORIDA 3290' PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 CAI . ae ]LOT,-, M:` A CREEKSIDE LOT #105 PROJECT# 04321.201 105R1 MODEL 4EBB "1828-CALI" GA -RAGE SWING: LEFT 4j ELEVATION "C" 60 MPH EXP. C 00 ARCHrrECT= STATE OF FLORIDA MICHAEL C ANDERSON AR NO T7305 .rrrr R NT 10/17/19 r,),A,TE: SC"o w `': 1/4"=1' 0 I I;) RIiEET 1 A2 C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 1211 OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET IR OF OUTLET WIRED TO SWITCH 11OV OUTLET EQUIPED WKaPAULIGFI INTER!PTER (TAMPER RESISTANT TYPE) E@ 220V OUTLET (4) WIRE CONNECTION �} LIP EXT. WATERPROOF GROUND FAULT —ice— GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER $t4 SWITCH 4-WAY OFER. WALL MOUNTED LIGHT CEILING LIGHT © LED CLG LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN WALL SCONCE FIRE -WIRED ?, a a VENT. FAN I OFM PER 80. FT. 3 VENT. FAN 1WLIGHT 1 OFM PER ea. FT. � VANITY LIGHT FIXT FIXrURt (SPEC'S TBD BY BUILDER) 4 X2 FLUORESCENT 2A-�DWRAP ® LIGHT (RECESSED) ® 4'X2' FLUORESCENT LIGHT AROUN WRAP (SURFACE MNT-) 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT 0 PANEL OEM METER P SMOKE DETECTOR Ha� W/�U WALL MOUNTED MATT. BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP W/ ® 8/G0 CARBON MONOXIDE SMOG DETECTOR 50 HARDWIRE INTER CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET ► TELEPHONE JACK WATER HEATER IGNITION SOURCE ELEVATED DISCONNECT Ml 18 A/ AIR CONDITIONING DISCONNECT TV TELEVISION JACK CEILING BOX REQUIRE OJ_6OX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO BE SUPPORTED IN ( CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION 24' INCANDESCENT LIGHT STRIP nno 36' INCANDESCENT LIGHT STRIP nnnnnnnn 48' INCANDESCENT 0 LIGHT STRIP FLOOD LIGHT OPT. SECURITY KEYPAD HE Pb. FUSH-BUTTON FOR CHIMES �-- u85 PORT • LOCATION OF TV JACKS a PHONE OUTLETS 4 FANS TO BE VERIFIED ■ HOMEOWNER F'RE-CONSTRUCTION MEETING. ' • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE All FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 91 EDITION (29211) t 21012 2014 EDITION. !> • 20 AMP DEDICATED LAUNDRY CIRCUIT. * GPI • 181-AND (NOT ON KITCHEN CIRCUIT) ' DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CPM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MIll FBCR 6TH EDITION (2011). ' LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSCINNEL ON FEEDERS •WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6TH ED (2011). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THEFBCR 67H ED (2011) " ALL LAMPS 844ALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FRS ENERGYCONSERVATION(RESIDENTIAL ENERGY EFFICIENCY) 2011. 6t.h EDITION R404.1 LANAI LIVING ROOM f=F:E-WIRED CLG FAN OWNER'S © I I PRE -WIRED / CLG FAN GFI / PF:E-WIF2ED � CLG FAN �� 1 DINING _ FIII 1 �n ROOM `ti31 I I - - - 5 0 qp / i �ii 7( __--'SWITCH IN ��t CABINET i�—� — ------ 1 V I 0. BATH �L j /� W.I.C. GFI / IL - - \ CsFI PT. L /D.F DW SINK 1 �^( OUTLET_ 1 • ULAUN. �� FOR Dw KITCHEN / pGFI 1��`----i -- I RANGE GFI GFI im BDRM. #4/ - /9 TT Pi DEN /- - (`m' Y_' HOOD WIRE W/ I —®N, I U OUTLET FOR 1 FUTURE MICRO S S/GO II PRE -WIRED GLG FAN I/ ,p+ BDRM.#3 RA IA/G ( /i I / PRE -WIRED CLG FAN � } WH ""44'AFF. \LY44'AFF, l-PB. FOR I S I / 1 GARAGE 1 F] DOOR. GONG. i BOLLARD / GFI, O PER BLDG. WALL MOUNTED CODE LIGHT W/SWITCH IN ATTIC BATH / I I I , 1 A ® I B / 1 S/COI I / 1 I IILI CLG. METER Z OUTLET KEYLESS FIF=LVERpY 0- FIXTURE BDRM. #2 LOC. IRRIGATION FOYE U OUTLET is / - \ 48' A.F.F. C GFI ENTRY- _ GARAGE 11 � CLG FAN I P.B. FOR CHIMES -----------�------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' = 1'-0' CEILING MTD. LIGHT TO BE INSTALLED PROVIDE J-BOX FOF OPT. FAN W P Panel MAIN - A PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp I FEEDER: 3- # 1 Cu THWN & 1- #6 Cu (G) in 1 1 /2" C. OR 3- #2/0 AL THWN & 1- #6 Cu (G) in 1 1 /2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 Space #12 2 20 Irrigation Pump 1000 3 4 Space 5 6 5304 A/C C.U.-1 35 2 #8 Space 7 8 PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER. 3- #1 Cu THWN & 1- #6 Cu (G) in 1 1 /2" C. OR 3- #2/0 AL THWN & 1- #6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit 1 1 Circuit Watts Description Bkr Pole Wire # 12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 # 12 1 20 Microwave / Hood GFI 1800 3 4 #12 1 20 Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 # 12 1 20 Refrigerator 1500 7 8 # 12 1 20 Dining Room Lights and Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath #2 GFI Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 #12 #14 #14 1 15 Foyer /Hall Bed. #2 & #3/ Bath #2 Lights AFCI 900 13 14 5000 Dryer GFI 30 2 #10 1 15 Living Room, Lanai Lights AFCI 900 15 16 #14 1 15 Kitchen and Pantry Lights & Rcpts AFCI 900 17 18 1500 Washer GFI 20 1 #12 #14 1 15 SD & C/O AFCI 900 1 19 20 1000 Garage Door Opener GFI 20 1 #12 #12 1 20 Laundry / Bed #4 / Den AFCI 1200 21 22 1200 Garage Lights and Receptacles GFI 20 1 #12 Space 23 24 900 Owners Suite AFCI 15 1 #14 Space 25 26 900 Owners Bathroom AFCI 15 1 #14 Space 27 28 900 Exterior Lights and Rer_ept GFI 15 1 #14 Space 29 30 1000 Irrigation controls only 20 1 #12 Space 31 32 Space Space 33 34 Space Space 35 36 Space Space 37 38 Space #8 2 35 A/C AHU-1 I(Heater 5 KVA at 65% 5525 39 40 Space 41 1 42 Space Load subject to demand factor calculations / line 16000 27600 Load subject to demand factor calculations / line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total load subject to demand factor 436DO First 10000 watts at 100% 10000 Remaining watts at 40% 13440 Total A/C load 10829 Total Connected Load Watts 34269 Total Amps(watts / 240 volts) 142.g 11" I I I I I � I I I I LED LIGHTING @ DOUBLE LAV. OWNER'S BATH 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1I EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROVIDE ISO AMP, 120/240 VOLT, I P14ABE SECONDARx ELECTRICAL SERVICE. PROVIDE 3 M COPPER (II IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LED LIGHTING SINGLE LAV. !0 BATH 02 PROVIDE 302/0 CU, TWWN + INS CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I MLASE NEMA 3R ENCLOSURE PANEL 150A/2P MC15 TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT E=IMMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1'4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR III EDITION 0j; V. 5/e" DIA X 8 FT LONG COPPER CLAD GROUND ROD 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 J W W kq may.. 0 cl 0. V W C F A r le iJBDIV. & LOT: CREEKSIDE 7 LOT #105 I PROJECT# 04321.201 105R1 MODEL: 4EBB "1828-CALI" OARAGE SWINC;: k„ 1 LEFT k 'AGE: ELECTRICAL PLAN 60 MPH EXP. C ram" ARCHrrECT STATE OF FLORIDA i OCT ^1 i 201 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 10 17 19 e SCALE: 1/4"=1'-0" I STIEET N EI F- 2' VTR KITCI41EN 2 ',,TR SINK LLI/ F. �d-1 1/2 AUTO VENT 1� 1/2 I< 1/2' 1 1/2' wc 1 1/2 r2 1 LAV c - 2- Li TUB LAY jl 1/2� > 2" 2 LAV 3. 31 WC 5HWR I e 2" 1 r3. l 2111 WASHER 21 Co ,I TO MAIN PLUMBINGPLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: 1/4 = I'-o' 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 1 www.abdes�igngroup.com #. 00 033 ILAA #: 0003325 Y V14 Iq O .01 r4 pq e 1-71 Mumnmn M1777MMMOT- CREEKSIDE LOT #105 ]PROJECT# 04321.201/105R1 MODEL: 4EBB 1828-CALI GARAGE SWING: LEFT ]PAGE: PLUMBING PLAN J60 MPH EXP. � ' �AR6W STATE OF FLORIDA OCT 112019 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 10/17/19 SCALE: 1/4"=1'-0" SHEET p I 12XI2 12XI2 LIVING ROOM LANAI loxro 1 OWNER'S 20 CFM SUITE rp DINING ioxro ROOM I -Iry CFM1 T. ioxro lox 120 CFM 120 CFA� I I CPoM SX4 45 cPM I KITCHEN el. I 10X�o hip I RA I BDRM. #412xa 12XI& / 1=45 , _Li� MASORITE THRU DEN z 41 -LOUVER BDRM.#3 PLANTATION I 180-04 2W I p Iry �MAX AIR _1ox(0 F 584.15 crm 15 CFM c IOX6 15 CFM[l1I I IV 0 A CX-M 8X4 12X8 45 CFM I I PAss BATH -L2 I- Hmu - - - - - - - lox(pt FOYER -15 CFM unp Aq CALI EQUIPMENT SCHEDULE 3 TONS MFG CARRIER C.U. 25H5C53&A#030* A.H.U. FX4r:)N(5,F)031L ENTRY HEAT 5 Kw - - - SEER 15 BEER TOTAL CAP 34500 F-11 F11 ELECTRIC 208/230/IfDH EBR<R C.U. 35 A.1414 35 REP LINES 3/4" 4 3/5" PLAN SCALE: 1/4 = 1'-0' R—VALUE SCHEDULE FLOOR SLAB ON GRADE R-0 EXTERIOR WALLS CMU - INT INSUL R-4.1 FRAMED LUD - ADJACENT R-13 FRAMED WD - EXTERIOR R-13 CEILIW3 UNDER ATTIC R-30 CREEKSIDE LOT #105 PIROJECT# 04321.201/105R1 m In. nt RE %_ 4EBB "1828-CALI" CwARAGE SWING: LEFT I PAGE: P HVAC PLAN 160 �A_PH 11--i7p, r4 ('%o;77) ,ATE: SCAT :1/4"=1'-0" SHEET 2X4 TOP PLATE PER FLR PLAN I/2' CLCx. 185 II ,IL I NOTE: STUDS IN �`` PARTITIONS SUPPORTING 1/2' DRYWALL WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SECURE BT. 2x4 WOOD SPACED NOT MORE PLATES TO SLAB STUDS 624' THAN I6' O.G. OR, NOT W/ 10d MASONRY °G LESS THAN 2x6, WHERE NAIL + 32' O.C. SPACED NOT MORE MAX THAN 24" O.G. CONG.SLAB FIN. FLR C1--�TYP. INT. WALL (NON—BRG. SCALE: 3/4' =1' -O' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J' O.S.B. SHEATHING OR %' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 5/8' GYPSUM B� OR 1/2' HIGH STRENGTH CLG. BOARD 5" DIA. SLEEVE, DO NOT GUT BOND BEAM - SOLID GROUT W/ (I)- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2aPIPE THROUGH BOND BEAM D 1 / SCALE: 3/4" =1'-m" PRE-ENG TRUSS SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER T'T'P J ELEVATIONS O� VENTED, SOFFIT �R-4.1 INSULATION I� WINDOW ATTACHMENT \� SPECIFICATIONS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.C. 1/2' THICK, 2 COAT PORTLAND 8' CMU CEMENT PLASTER APPLIED 1/2' GYP. WL. BRA DIRECTLY t0 MASONRY WOOD BASE 0'-0' FIN. FLRi` I� - FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1-I ON �&' O.S.B. SHEATHING OR i' CDX PLYWOOD SECURED PER FASTENER SCHEDULE —REFERENCE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN- FLR WIND v f OW OPENING TYP. WALL SECTION No OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4:12, A 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE: 3/4'=1'-0' 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 48ro9 TYPE Iv, OR AS'rM D 6757 _- � CAULK AND SEAL GAS LNE I k PVC SLEEVE FOR GAS LINE cm 1/2' GYP. UL. BD. � Uk= BASE 2B GAS LINE THRU BLOCK D1 SCALE: FIBERGLASS SHINGLES OVER M30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON a' 0.SB. SHEATHING OR j' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1' - T'T MTL. DRIP EDGE O N 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR,L 8' CMU 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB PER. PRODUCT GALv. STEEL-- APPROVAL RE6l VERTICAL TRACK 1' MIN. BY MAUF. SLIDE FASTENED TO TRACK BRACKETS ROOM W/ PRODUCT APPROVAL REQ. CORNER BEAD a, Ct-lU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. UD ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REQ. SEALANT BACKER ROD UIEATHER STRIP MOULDING ALL AROUND(5r DOOR MANUF.) OVERHEAD DOOR BY OTHERS 3 1 GARAGE DOOR JAMBS D1 J SCALE. 11/2"=1,-0" 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS —\ STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS " �- I; PRE-ENG WD. TRUSS ' PER ELEVATION �y CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS - SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS m 24' O.C. 1/2' GYP. WL. BD. WOOD BASE m u FIBERGLASS SHINGLES OVER w30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.1.1 ON I,, O.5.B. SHEATHING OR J' GDX PLYWOOD SECURED PER 1.O FASTENER SCHEDULE T P. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU —0'-0' FIN- FLR rA W/ WINDOW OPENING n TYP. WALL SECTION U NO OPENING �1—STORY GABLE BLOCK WALL 50ALE: 3/4' = I' -O' 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W W w E F 0. V h O F A F ti BtMDIV. 8e LOT: CREEKSIDE LOT #105 PROJECT# 04321.201 105R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. C ARCHRECT.- STATE OF FLORIDA U�r V _ OCT 17 2019 MICHAEL 0. ANOERSON AR NO 17305 PRINT 10 17 19 DATE• / / SCALE: 1 /4"=1' - 0" SHEET SECURE 2xb MIN. TO BLK W/ (2)J6'XB' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X21X1G WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HPIR IN JOINTS PRIOR TO FILLIT�G,�- SECURE 2x4 ONE" FLAT TO BLK W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (5) VX8' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'X16 WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK • CENTER OF DOOR HEADER W/(l))i'X8' J-BOLTS 4' EMBEDMENT W/ 2'X2'X1b' WASHER AND NUT. ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS AIRE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT p SCALE. I/!'.P-W __t I 8' CMU Y2' DRYWALL I'X4" OR 1'X2' P.T. NAILER Ix4 P.T. OR % X4' MIN. SECURE THRU FRAME 4 EXTEND I-Y4' INTO BLOCK W/ %&' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN 8' OF EACH END 4 15' O-C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3 4 OR +5 4 A SCALE: N.T.S. 2X4: SECURE TO BLOCK W/ 3(6 TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X6:® SECURE TO BLOCK W/2-3if6' TAPCONS(MIN. SANK SIZE .145 MIN. HEAD 5IZ03b0 MIN. EMBEDMENT 1 Y4') - WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 8' CMU 4DRYWALL 2X8: ® I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-3�i6' DOOR CASING TAPCONS (MIN- SHANK SIZE J45 MIN. HEAD SIZE 300 POOR JAMB OR WINDOW MIN. EMBEDMENT I A-) ATTACH TO 2X PER WITHIN 8' OF EACH END MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/2" WINDOW TO BLOCK +1-1 2" B SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 15" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6cm SECURED THROUGH SECURE TO BLOCK W/2--W(,' NON-STRUCTURAL TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE -145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE .300 8" CMU MIN. EMBEDMENT I Y4') ,YV DRYWALL WITHIN 8' OF EACH END 4 18' O-C. MAX SPACING. 1'X4' OR 1"X2' P.T. NAILER 2X8:® ❑ SECURE TO BLOCK W/2-3(6' }(6' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMS OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. la, O.G. MAX SPACING. --//o NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15 6' _ C SCALE: N-T.S. 2X4:® SECURE TO BLOCK W/ WW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL .".X 15' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6am SECURED THROUGH SECURE TO BLOCK W/2 -3i(6' 3� NON-STRUCTURAL TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN- HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CMU WITHIN 8" OF EACH END 4 DRYWALL OG. MAX SPACING. ❑ I'X4' OR 1'X2' P.T. NAILER 2X8 SECURE TO BLOCK W/2-%' DOOR CASING TAPCONS [DOOR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN S" OF EACH END 4/0 MANUFACTURES DETAILS. IS' O-C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya') DOOR WINDO WWBTOOBLOCCKK+2 21%44„ D SCALE: N.TS. 2X4= SECURE TO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )4') NOTE: STRUCTURAL 2X WITHIN 8 OF EACH END 4 MUST BE ON OUTSIDE 4 18 O.G. MAX SPACING. SECURED THROUGH SECS ,NON-STRUCTURAL 3/(6' SECURE TO BLOCK W/2-�fb TAPCON MIN. I-Y4' (MIN. SHANK TAPCONS N.SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1 Y4') )� IS' O.G. MAX SPACING. ' DRYWALL WITHIN 8' OF EACH END 4 I'X4' OR I'X2' P.T- NAILER ❑2xacgm3� SECURE TO BLOCK W/2-MI6' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN- HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8" OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS - NOTE: 8NIM AS NEEPEP TO pLIIMD JAM MO NOT ExGEEp A') DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +T E SCALE: WINDOW 2X4m SECURE TO BLOCK W/ WW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE TO BLOCK W/2-% NON-STRUCTURAL �(6' TAPCONS(MIN. SHANK SIZE TAPCON MIN. 1-Y4" .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )14') 8CMU WITHIN 8' OF EACH END 4 Jt" DRYWALL 18' D.G. MAX SPACING. 2X8:® ❑ I'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-%' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER .145 W/(2)12d WITHIN 8' OF EACH MIN. HEAP SIZE 300 EN D 4 6' TO 8' O.G. MAX MIN- EMBEDMENT 1 Y4') D OOR CASING WITHIN 8" OF EACH END 4 DOOR JAMB OR WINDOW 18' O.G. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (00 NOT EXCEED Y4') DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +3" F' SCALE: N.T.S. 2X4 SECURE TO BLOCK W/Y4' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I)'4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 IV O.G. MAX SPACING. SECURED THROUGH 2X6:® 3� NON-STRUCTURAL n6" SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-Y4' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 )e4') 8' CMU )9 DRYWALL WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 1'X4' OR I'X2" P.T. NAILER 2X8cm ❑ SECURE TO BLOCK W/1-1/4' 1f6' OSB. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE, SWIM AS NEEPEP TO FIJJwW JAMp (PO NOT rx =P A'J DOOR JAMB TO BLOCK +3-7/16' WINDOW TO BLOCK +3-7/16" G SCALE: N.T.S. 2X4 SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN e' OF EACH END 4 NOTE: STRUCTURAL 2X IS" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK W/I-I/4 " NON-STRUCTURAL 3if6" TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END 4 J�' DRYWALL IS' O.C- MAX SPACING. ❑ I'X4' OR 1'X2' P.T. NAILER 2X8ciim SECURE TO BLOCK W/1-1/4' ' P-T. X 4' MIN. TAPCONS DOOR CASING (MIN. SHANK SIZE .145 4 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') POOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18" O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" %LT1 WINDOW TO BLOCK +3 3/4" _1 SCALE: N.TS. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W DI V N ti F 0. v W Q F A x SLJHDIV. 8e LOT: CREEKSIDE LOT #105 PROJECT# 04321.201 105R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. C ARCHITECT- STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 10 17 19 DATE: SCALE: 1/4"=1'-0" SHEET �2 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT i' THICK, 3 COAT CEMENT FLANGE OF CONTROL JOINTS T \ PLASTER BE WIRED TIED TO LATH B 9' WRB LAYER 02, FORTIF15ER O.C. MAX (VERT.). NOTE: DO BUILDING PAPER NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH LEG MAY BE USED TO TEMP. FASTENED AT' (VERT.) O.G. MAX SECURE CONTROL JOINT AT SUPPORTS DURING INSTALLATION WRB LAYER 01, FASTENERS TO BE SPACED STUCCO WRAP • T' O.G. MAX VERTICALLY WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM 111NSTALLED PE SR MANUF. C$.) \ e TO " GAP MIN. LATH SHALL NOT BE CONTINUOUS V TO 8 1 6 To e THROUGH CONTROL MIN. MIN. JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE- PROVIDE 2X4 BLOCKING PER ASTM C1063 PLACED FLAT MAX. &' TO 8' i.10.1.4 FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON NOTE: \ / STRUCTURAL STUD I. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITIOI, \ TO WALL STUDS REQUIRED PER PLAN / 1 M" TYPE CONTROL JOINT O1. FOLD INWARD • 11 A O1. FOLD INWARD • PT. A 2. CREASE • PT. B O I. FOLD INWARD • ® 1. FOLD IW WORD a PT. A Pr. A 2. GREASE 0 FT. B 2. GREASE • PT. B 3. CREASE • Pr. C 3. CREASE • PT. C 4- FOLD FK. G OVER FT. B TILL FT. c TOUCHES BOTTOM FLANGE ® ®FOLD • TT• NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES FELT UNDERLAYMENT— SHINGLE ROOFING- DRIP EDGE: OVERLAP 3% EXTEND 1/2' BELOW SHEATFIMG. MECHANICALLY FASTEN 4' O.C. MAX. FLANGE L WATER T*HT NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) t 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE MIN. LAP e META_ LA-H 1 —r SEAL. FOLD, 22 Nt2I CUT. THICK, 3 COAT CEMENT PLASTER (FRArEI. 1/2' 2 COAT CEMENT PLASTER (CMU; � WRBUILLAYER 02, FORTIF15ER 19DNO PAPER(RRAME ONLY) WRB LAYER h, STUCCO WRAP (FRAME ONLY) LAP LAYERS OK 15UILDING WRAP OvER NAILING FLANGE, STOP WRH APPROX. OP ABOVE 84-IINGLES (FRAME ONLY) FRAME OR CMU EXTERIOR arvecnuwi � p,�-��n - Sx9 WALL FLASHING °daO J n KICK -OUT FLASHING (BE DETAIL) FASCIA WRAP t6' MIN PAPER LAP BELOW ONLY. / WRB LAYER 02, FORTIFIBER BUILDING PAPER 2 APER LAP li,SCALE: 1 1A2' • F-0' KIC KO UT DETAIL WATER TIGHT SEAL (MEND OR SOLDER DO NOT CUT LATH VERTICAL LAP TO ISE I' I METAL LATH WRB LAYER 01, STUCCO WRAP NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIMBER BUILDING PAPER WIRE, LAYER "I, STUCCO WRAP WOOD SHEATHING OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER M.{1NUP. SPECS) VERTICAL LATH & PAPER DETAIL WOOD STUDS NOTE SHEATHING I. NODE LAPS OF METAL OR T/16' ZIP SHEATHING SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.) BE SECURED TO BUILDING FRAMING MEMBERS. PAPER 6 MIN. LAP THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) STUCCO s' LAP B LATH WIRE AT INTERVALS NOT 3^ LAP ® PAPER MORE THAN 9' (229-MM) AS PER A5TM C1063 IF 78.1. — / NOTE: FOR REPAIR OF TEARS HORIZONTAL LATH IN U1R5 LAYERS, TEAR19 MAY BE PATCHED & PAPER DETAIL WA40LLSE WRAP TAPE PER MANUF. SPEC. OR PEEL < STICK 1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER - MANUF. SPECS.) OR WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) 8" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) j LAP UJR5 4 TAPE OVER } ROOF/WALL SCREED z 511X5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ROOF PER ELEVATIONS F1LAS 1-IING 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE 4 WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I' OR LESS PIPE �1 PENETRATION CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE ------ FLASHING .STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP 02 SEALFFF- DHERING MEMBRANE FLING UPS LAYER of, / 6TU000 WRAP I�/ WRB LAYER n, FORiIFIBER BUILDING PAPER METAL LATH --- 6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' I. SELF -ADHERING MEMBRANE FLASHING OVER APPROVED � HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE ' CONT. $EAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING I ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECT ION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES N.T.Q. PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. N TRZAT I ON r:)T,'A I L (Fi.A1� ) I I'11111I \vcgg DRAINAGzE PLANE (UJR5 L)4YER #1/ STUCCO WRAP) UJRB LArER 1*2 (FORTIF15ER - - - - - - 5UILDING PAPER) 1-1TAL LATH x x x x STUCCO i - - i WOOD SHEATHING � OR 1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) 6ELF-ADHE51VE FLASHING - - NOTE : 1„IETAL LATH: LATH TO E3E PER SECTION R-103.7.1 / AeT1„I C-B47-09, 1"IIN. 2.5 L55. PER 5Q. �rAR1) (UTILITY' OR N01" iINAL LATH POE5 NOT 1i'1EET SPECIFICATIONS) 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com Illl AA #: 0003325 M V W O F 4 U 4 F A FF ti SUBDIV. & LOT: CREEKSIDE LOT #105 PROJECT* 04321.201 105R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHrrECT-. STATE OF FLORIDA OCT(' 17 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 10 17 19 DATE: / / SCALE: 1/4"=1'-0'° SHEET NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER *I, STUCCO WRAP (ED INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES. 3. TOP X VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND X SIDES ONLY. SEALANT IS TO BE TOOLED 50 AS TO DEFLECT it WATER AWAY FROM JOINTS. i 'IX E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL X JOINTS AND INTERSECTIONS (' 1 APPLY SEALANT AT PERIMETER OF i NON -MOVABLE FRAME AND STUCCO ' ON ALL SIDES, y4' CAULKING a JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster -,hall comply ,, ith the appJcat on II requirements of ASTM C 926-12A. _ ! X Installation of exterior lathing and framing Xshall comply with ASTM C 1063-12A. ill ' X HOODED VENT X THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING )RYER VENT ( FRAME) LEGEND DRAINAGE PLANE (WRB LATER 111, STUCCO WRAP) WRB LAYER 02 (FORTIFIRER BUILDING PAPER) METAL LATH STUCCO X—X—X—X WOOD SHEATHING OR l/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION R-103.7.1 / ASTM C-84-1-013, MIN. 2.5 LBS. PER SCQ. YARD (UTILITY- OR NOMINAL LATH DOES NOT MEET SPEGIFIGATION5) ELEC. METEF VERIFY LO 6B DRYER VEN STUCCO FINISH 6" SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT,) SEALANT 8 TOP E SIDES BLOCK BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER / UNDER 'QUICK FLASH' NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. H1'e'CH ICJ I'CI=C.M I yr_ STUCCO SCRATCH COAT 8 1 GOAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION C. METER FIELD :IFY LOCATION . I l 'LY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIG ISOGYANOTE-POLYBLEND FOAM t e-- '1 1t 117R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES 7,O SGRATGH COAT LARGER THAN THE ELEC-. METER GAN OR METER CAN COMBO OR METER GAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRE5 LAYER *1, STUCCO WRAP WOOD SHEATH11S APPROVED HOUSEWRAP BELOW CUT SUCH TPA' NO MEMBRANE ENTERS BOX, APPLY TO FAc EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 5TEF1 *I - &T fi #?, . o.o.e.0 o .o.e.o , O• .O .a o. 1. • O 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING -WRB LAYER "l, STUCCO WRAP -WRB LAYER 02, F-ORTIF15ER 10 BUILDING PAPER -METAL LATH WOOD 1/0' TEXTURED CONSTRUCTION FINISH a WOOD F-:/,� FASTENTO WOOD STRUCTURAL MEMBER • T' O.G. MAX 8' CMU-4' TOE' MID -WALL WEEP SCREED -Q �J —6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING —TEXTURED FINISH s MASONRY B HORIZONTAL WEEP SCREED (FRAME TO BLOCK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER *I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER 01 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STF #2 WRS LAYER *1, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING I WRB LAYER *2, FORTIFIBER BUILDING PAPER U 5T F #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH ST F # ST F #(q ( ) ELECTRICAL RECEPTACLE 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W 0 U W 0 F 0. v w k siIBDIv. 8e LOT: CREEKSIDE LOT #105 PROJECT* 04321.201/105R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT m PAGE: WALL ASSEMBLY DETAILS �60 MPH EXP. C ARCHITECT: STATE OF FLORIDA NIV, OCT 17 2012 MICHAEL C. ANDERSON t . AR NO F3� PRINT DATE: 10/ 17/ 19 � SCALE: 1/4"=1'-0" SHEET WA2 Y LE G E DRAINAGE PLANE (URP LATER #1, STUCCO URAR) URB LAVER #2 (PORTIF15ER - - - - - BUILDING PAPER) METAL LATH x x x x STUGGO I. UOOD SHEATHING OR 7/16' ZIP SHEATkNG SYSTEM (INSTALLED PER MANLIF. SPECS. SELF-ADHE5IVE FLASHING - - - - ziiz"� CORNER BEAD (FASTENER ! SPACING 6 7" O.C.) NOTE: 7�r IF ZIP 5HEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES GMU 5/8" THICK, 3 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14� COR][�TTER ]BEAD C BLOCK 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www. a b d es i g ngro u p. corn IIIk AA #: 0003325 E, N U W O F 0. A A E4 SUBDIV. 8e LOT: CREEKSIDE LOT #105 PROJECT# 04321.201 105R1 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C 001 ARCHITECT. - STATE OF FLORIDA bj�e� OCT 17 2019 RMCHAEL C. ANDERSON AR NO 1 3305 PRINT A 10/17/19 SCALE: 1/4"=1' F-011 SHEET A3 2xro SUB -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1/8" TEXTURED FINISH a WOOD 1/2 " TEXTURED FINISH a CMU METAL FASCIA WRAP YS" FROM STUCCO, 1" FRO WOOD WALL EXTERIOR WALL (FRAME OR CMU NOTE: NOTCH FOR 2X6 SUB BAND ONLY NATION 11 II II I 1 I 1 I 1 I 1 / 1 / 1 11 M 1 11 111 11 1 1 METAL FASCIA WRAPAl I� = III 2X6 SUB BAND /= ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) — 1-1/8" TEXTURED FINISH 1w / WOOD, 1/2" TEXTURED FINISH w CMU 2xro SUB -BAND W/1"x4" NOTCH e END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. 5u5 SAND 2" OFF WOOD WALL '1/8' TEXTURED FINISH ® WOOD, 1/2' TEXTURED FINISH ® CMU AL LATH WOOD SHEATHING% OR CMU WR5 LAYER "'!, STUCCO LURAP (FRAME ONLY) WRB LAYER 02, FORTIF15ER BUILDINC% PAPER (FRAME ONLY) ROOFINGS CEMENT DRIP EDCSE METAL KICK OUT NOTE: I IF ZIP SHEATHING PLEASE SEE MA PROCEDURES PRE-ENG'D TRUSS TO BE CUT Q WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' - m" SCABBED TO TRUSS W/126 NAILS roll-8" O.G. MAX. 2x SUB -BAND W/lY"x4" NOTCH w END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL Cap WALL SUB BAND DETAIL ® WALL W/KICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND aJ/IY11x4" NOTCH a END, WRAPPED IN FEEL & STICK "ROOF CEMENT a GOOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND JJ/IY2"x4" NOTCH -w END, WRAPPED IN =EEL 8 STICK "ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www, a b d esi gngrou p.com AA #: 0003325 F w w N 0 a x Q A h SLTBDIV. 8e LOT: CREEKSIDE LOT #105 PROJECT# 04321.201 105R1 MODEL: 4EBB "1828-CALI" GARAGE %WING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. C ARCHfFECT- STATE OF FLORIDA OCT 17 211 MICHAEL C. ANDERSON AR NO 17305 PRINT 10 17 19 DATE• / / SCALE: 1/4"=1' - 01 SHEET A f L FOUNDATION NOTES 39'-8" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR 11'-0" COMPACTING REQUIREMENTS. 28'-8" 2. TOP OF FINISHED SLAB SHALL BE +-0'-0" .) 3' 4" 15'-10" 9'-6' 9'-8" 4" 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. F 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 3 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: 1.1 PROVIDE 1,/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS.ATE -� — r — — — — — — — — — — — —I _ FM-12X18 I _ — — FM-12X12 B. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 1 co 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE XI 40 kh, I WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS 4" CONE. �_ " o AND WITH THE MANUFACTURES SPECIFICATIONS SLAB w LL N ;p so 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. LL a T 11. DINDICATED #5 BAR, DINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL 1 F-24X24J O w � a LL D WITH GROUT. ENDS OF REINF. BARS SHALL BE IN BAR IN CELLS FILLED G yi r 1'-0" .0:3 1/2 m I HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOKS I I 10'-01, HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 10 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = I I 1.1 n 30", #6 36"), AND REINFORCING SHALL BE CONTINUOUS. 1 X — — — — 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL O I EXTEND FM- I2X18 1 REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE v SLAB 1 1/2" 1 I SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS O d I BEEN DELETED UNLESS NOTED OTHERWISE. v I 14, VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS in I OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: J A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION 1 I C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 51.1 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING I CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. d CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530 13lASCE 5 13, USING: F'm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN k I �Q1_01, L RUNNING BOND. TOP OF N SLAB I 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER s OF SLAB SUPPORTED i� T-0" O/C MAX. SEE PLAN FOR WWM SIZE. co I INSPECTOR NOTE: co oo X I r U V 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING ILL I CODE, RESIDENTIAL, 6th EDITION J I k t. I I I �I' 15' 8 5' 0" 19'-0.1 I I 4" PVC 1 — — — — — CHASE��, g— - 0 1.1 TE-1 4" CONIC. N SLAB I ,-51/2 4' I 0101, 1 T-8" y_R„ I II OTOP OF C' SLAB 3,_0, 5 I 1.1 i I co N T-6 I f 0 co IT INC\ °° w f N ILL O EXTEND 1 9 2 SLAB 11/2 1.1 r----� 1,1 0 FM-12X18 � IT � 4" CONC.I X a ¢ SLAB N `I I'�� a 31/2 II L � ) 3'_4, ILL rn 7 1/2 2 LLo ao t.1 1 1 FMC-12X18 FM-2X18 FMC-12X18 F n L 1.1 — — FM-12X18 — 1.1 J 1, 4 LL 2' 8" 16, 0„ 2,_S,, T-10" 10'-2" 21 4' 4, 4„ 39'-8' FOUNDATION PLAN SCALE:1/4" V-0" SLAB SCHEDULE THICKNESS REINF. 6x6 W1.4zW1.4"VER 3 1/2" 6 MIL VAPOR BARRIER REMARKS COMPACTED FILL FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 101, s m (+)0"-0" FM-12x12 12" CONTINUOUS 12" (2) #5's + 0" 0" FM-12xl8 12" CONTINUOUS 18" (2) #5's (+)0'-0" FM 16x18 16" CONTINUOUS 18" (2) ItSs FMC-12x18 12" CONTINUOUS 18" 2 #5's #5 IN CURB VARIES F-P4x24 24" 24" 12" s s (-)0"-4" STRAP TO GONG. W/ (2)-3/16'X2' TAP -CONS CONIC: SLAB A/C SIMPSON W5 UNIT ROLL STRAP OR EQUAL 0 EACH CORNER OF UNIT SECURE STRAP TO UNITS W/ (2) •Sxl 1/4 SHT MTL SOWS A/C CONNECTION TO PAD DETAIL ea 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-8023591 www.abdesigngroup.com AA #: 0003325 w w 0 '1 s, "1 q via k t� Ra �u CREEKSIDE LOT #105 PROJECT# 04321.201 105R1 MODEL 4EBB "1828-CALI" GARAGE SWING: I: LEFT AGE: f; FOUNDATION t PLAN 7 n wir rT EXP. ARCHrrECT- STATE OF FLONDA [,-. 0CT? 1j29V- �, 5��+x � 4i�.•� . .at'.�.4� t Si.. �M Sfi+tTa,:a AR ' PRINT A DATE: 10/17/19 SCAT :1/4"=1'-0" SHEET S1 A Z I STEEL REINFORCING IN GROUTED r STEEL REINFORCING IN GROUTED �. CELL SEE PLAN FOR SIZE AND ¢ a CELL SEE PLAN FOR SIZE AND o a: SPACING REQUIREMENTS } I SPACING REQUIREMENTS < co Lu W Lu00 V'J I - cr U) O 8" CMU WALL O U) Z 8" CMU WALL z ifl — L co TOP OF SLAB TOP OF SLAB EXT. PORCH W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) Z CV r SEE SLAB SCHEDULE 4"CHAMFER (1-STORY) 6" CHAMFER (2-STORY) • • SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY _EXTERIOR MONO -FOOTING SCALE: 3/4"=V-0" BAR SIZE 481BAR DIA. #3 f8" #4 24" #5 ' 30" #6 36" #7 ' 42" ■ VARIES SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB' 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2 STORY) JOINT (WHERE • SEE SCHEDULE` APPLICABLE) Z FOR WxD, BAR SIZE AND BAR QUANTITY N 2 EXTERIOR MONO -FOOTING GARAGE SCALE: 3/4"=V-0" w W 0 0_ 2" CAPPED j U NEW REINF. BAR GALVANIZED PIPE O o- SECURED W/2- PART W/FLANGE @ BASE a ¢ I EPDXY. MIN. EMBED " J Q 8", LINO p FOLLOW ALL MANEcp , NJ SPECIFICATIONS FOR Q USE AND I SECURE FLANGE TO 0 m PREPARATION OF „ „ HOLE. SLAB W/(4) 1/4" X 2 1/4" 2 , TAPCONS p 0 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) BOLLARD LAP P PLATEA MIN. OF 48" AND N` W/ 16dCOMMON NAILS, 2- WS, 4" O/C BTM. LAP TO OC R OVER STUD 2x4 OR 2x6 WOO EARING — WALL W/ SYP No 2 UDS SEE PLANS FOR SPACING. INGLE BTM. PLATE TO BE PT. PROVIDE"DBL. TOP PLAT OF SLAB SCALE: 3r4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKII) RE B . PLATE TO LAB / d MASONRY NAIL TAGGERED. ONAL METAL NECTORS NOT QUIRED WHEN NO UPLIFT IS PRESENT. FSEE SLAB SCHEDULE �,7 • SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY 9 INT IOR FOUNDATION W OD WALL SCALE:3/4"=V-0" (NO LIFT) ADDING BAR TO MONOLITHIC FOUNDATION 6 SCALE: 314"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ICI SPACING REQUIREMENTS � a I ~ 00 w m O 00 J O� — 8" CMU -SEE SLAB SCHEDULE Z Z — "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND 00 POURED MONOLITHICALLY WITH -- FOUNDATION AND SLAB SEE SCH ULE • • 30„ MIN. EACH WAY MONOLITHIC FOOTING Fr— Fff-, FM CORNER BARS, SAME SIZE AS BAR IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS - SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS I" CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3,`PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL SCALE: 3/4"=V-0" P TOP PLATE A MIN. OF 48" A NAIL W/ 16d COMMON NAIL 2-ROWS, 4" O/C BTM. LAP TO CCUR OVER STUD 2x4 OR 2x6 W D BEARING WALL W/ SYP No 2 STUDS SEE PL S FOR SPACING. SINGLE BT LATE TO BE PT. PROVIDE DBL. P PLATE USP SPTH4 OR SPTH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2"COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3' VERIFY HEIGHT OF WALL W/ PLANS� PROVIDE BLOQ� N SSYR. PLATE TO SLAB W/ GE ANCHOR W/ 2" T IN HIGH STRENGTH EMBED. MIN. @ 16" OC EE SLAB SCHEDULE TOP OF SLAB EQ. Ed. SEE SCH ULE FOR WxD, BAR IZE AND BAR QUANTI INTERIOR CURB FOUNDATION WOOD WA SCALE: 3/4"=V-0" (WI UPLIFT) POURED LINTEL CONT. (TYP.) +- F '-0"— 8" CMU FILLED CELL (TYP.) OSLAB ,.� a 2X WALL FRAMING 1/2" DIA. USP 725OSD BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL; 4" FROM ENDS AND 16" O.C. VERTICALLY MAX FOR WxD, BA SIZE AND BAR QUAN TY MBINED EXTERIO MONO- INTERIOR FRAME BRG WALL TO 10 SCA :3/4"=1'-0" DOTING AND COL. P BLOCK WALL CONNECTION 11 SCALE: 3/4"=1"-0" FOR NRY SET EV: RECESS AROUND GARAGE DOOR OPENING SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO w UPLIFT IS PRESENT. ¢ SEE SLAB SCHEDULE Q + 0, 0„ TOP OF SLAB EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL SGALE:: 3/4"=V-0" (NO UPLIFT) 551 S. APOLLO BLVD., SUITE 20`2 IELBOURNE, FLORIDA3290J PH: 321-80�-3591 www.abdesigngrloup.com AA #: 0003325 , X;BD1V do T: `i CREEKSIDE LOT #105 ROJEC7T# 04321.201 f 105R1 MODEL: 4EBB 4 "1828-CALI" r GARAGE SWING: j LEFT PAGE:; i DETAILS 1 ...v iv= k i ffi ARCHITECT,. STATE OF FLORIDA I141I , 1A a C. ANDERSON AR NO 173®5 17 1 ,&TE: 10 19 / / «-ALE: 1 /4"=1'—n" SKEET S1. 10 1 A 4 1 01 DOWEL PLAN SCALE: 1/4" = V-0" 551 S. APOLLO BLVD,, SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-8023591 P.C6M www.abdesigngroup.com AAA #-. 00003.325 ki Q4 t r l V r4 Eg- �t CREEKSIDE LOT #105 ]PROJECT# 04321.201/105R1 MODEL: 4EBB 1828-CALT f;,&nAGE svrmc;: LEFT ]PAGE: DOWEL PLAN �41 160 MPH ILAP. C 1�1�111 IL AP. STATE OF FLORIDA MICHAEL C. ANDERSON 4kAR NO 17305 DATE: 10/17/19 SCALE: 1/4"=1'-0'l SHEET S1.2 Ln TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. ' ' Z N I Io i sy p CLEAN OUT REQUIRED FOR INSPECTION 00 iN fn, o 0 c� 0'_0" FIN FLR. TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK z_ LU F r:0 BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30"- #6 36" #7 42" HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=V-0" Z STEEL REINFORCING IN GROUTED -� CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS o} m� v= Z 8" CMU WALL O co _p, M TOP OF SLAB LA0 TOP OF SB f SEE SLAB SCHEDULE BAR E w > BAR SIZE 48 DIA. EXT. PORCH SLAB 4" CHAMFER (1-STORY) #3 18" �' OU W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • • #4 24" —T— APPLICABLE) Z MATCH STEEL #5 30" REINFORCEMENT #6 36" 6" PVC CHASE iv PER SCHEDULE 6" PVC CHASE THRU FOOTING THRU FOOTING #7 42" SEE SCHEDULE MATCH STEEL REINFORCEMENT FOR WxD,', BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/41 =1'-0 #5 BARS 1 -0,, MOO 1'-0^ 10 �T CMU UNIT DIMENSIONS ARE NOMINAL SIZES OMASONRY SYMBOLS 3 SCALE: 3/4"=V-0" 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 a FA gyp, DIV. d8c LOT: 4, CREEKSIDE x LOT #105 PROJECT# 04321.201 105R1 MODEL: 4EBB "1828—CALI" � C�ARAGE SWING LEFT PAGE: j DETAILS Ft1 W 160 MPH EXP. C 1, -- _-- ° ARCHITECT: STATE OF FLORIDA E' w OCT t-T 31V a EL C. A/NDE�RSON ' TINT 10 17 19 DATE: SCALE: 1/4"=1'—O" SHEET S l_ N 31 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4"). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" °x 2 7/8" LONG, WITH WASHER@ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH/ T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM: TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 — (1) #5 — N/A — GROUTED SOLIDI - ,1 CAST-CRETE SAFE LOAD TABLES ' SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS I ♦�� SAFE LOAD -POUNDS PER LINEAR FOOT i�n� SAFE LOAD PLF i'! SAFEtOAD -POUNDS PER LINEAR FOOT "a LENGTH TYPE SU8 8F8-OB BF12-OB 8F16-08 BF20-013 8F24-OB 8F28-DB 8F32-0B TYPE LENGTH 8U8 8F8 RCMU TYPE LENGTH 8F8-lT 8F124T 8F16-lT 8F20-IT BF24-17 8F28-lT SF32-1 BF8-113 8F124B 8F16-1B 8F20-78 8F24-1B BF28-1B 8F32-18 8F8-2T BF12-2T 8F16-2T 8F2D-2T 8F24-2T OF28-ZT 'OF32-2 - E;I 3' 6" (42") PRECAST 2231 3069 3719 5183 6607 8054 9502 10951 3'-6" (42") PRECAST 1025 1024 1598 3'-6" (42") PRECAST 1569 2655 3524 4394 5263 6132 Tool 3069 4805 6113 7547 8974 10394 11809 1569 2655 3524 4394 5263 6132 7001 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 48 PRECAST 4'-0" (") : 765 763 1309 4 O' (48") PRECAST 1363 2305 3060 3815 45TO `5325 $079 2693 4605 6113 7547 8974 10394 17809 7363 2305 3060 3815 4570 .5325 6079 " 1969 2110 z931 3753 4s7s 5aoo sz2a 4'-6" 154") PRECAST 592 591 1073 4'-6" (54") PRECAST 1207 2040 2707 3375 4043 47H 5379 1 _ _ _ .. _ _ _ _--_—__—__ 2.1 _ _ _ �______ 8F16.1T/OM/OB__�_--___—_____SF16-iT/OM/OB 8F16-iT/0MlOB 1 ♦♦ 0 ♦♦ Ile 0 1 ♦♦ ' 1 1 �1 .o r1 1 ♦♦ �co 1 1 u, l 1 ♦ GT � co 1 %, 40 SF24-1T/OM/OB 1 1 1 ♦♦ I� 1 1 ♦ I 1 L ♦ � 1 I ♦ ♦ 1 1 ♦ I 1 1 ♦ � I 1 1 Y 1 r I 1 I 1 I 1 I 1 1 1 1 � 1 , 1 1 1 I 1 1 1 I 1 1 I 1 1 I 1 tCD 1 1P22 2.1 C) r; T i � d LL 1 00 ., .I .; � j C ( 7 Fi �+ is r : j ,i ' 4-6 (54) PRECAST 1599 2189 4378 6113 7547 or. 8672 10294 11809 1207 2040 2707 3375 4043 '4T71 :5379 5'4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 5'-4" 64" PRECAST ( ) 411 411 4 745 5 4" (64") PRECAST 1016 171s11) 2276(4) 2838 3399 -.3961 4522 lssa 3090 sass 7547(33) 7342(,3) 8733(,9) totz7(„) 1016 1715 2276 2838 3399 3961 4522 V-10" (70" PRECAST ) 1062 1105 1173 1631 2090 2549 3009 3470 5-10 (70") PRECAST 340 339 616 5-10" (70°) PRECAST 909 1567(1) 208g13) 2593 5) 3107 (s) 3620 (4) 4133 (3, 7451 2622 4360 7168p5) 6036(,9) 7181(19) 83281zo) 929 1567 2D80 2593 3107 3620 4133 B'-6" (78") PRECAST 906 1238 2177 3480 3031. 3707 4383 5061 6'-6" (78") PRECAST 507 721 490 -6" (78") PRECAST 8351,z1 1407as) 186 z1 23291 2790ne) 3251 pm 3712pz, 1238 2177 3480 5381 8360 1039437) 8825114) 835 7407 1868 2329. 2790 3251 3712 T-6" (90") PRECAST 743 loll 1729 2832 2205 2698 3191. 3685 T-6" (90") PRECAST 424 534 363 T' 8" (90') PRECAST 727(m) 1065aa 1624(3,) 2025(m) 2426aa) 2827(m) 3228a4) 1011 1729 2661 3898 5681 8467(44) 6472115) 727 lzza 1624 2e26 2426 2827 322e 9'-4" (112") PRECAST 554 1160 1625 2564 3486 2878 3302 : 9'-4" 112". PRECAST ( ) 326 512 230 9'-4" (112" PRECAST ) 591 708 z 1136 xR1474 1815 34 215T 34 2500 34699 752 1245 1843 2564 3486 4705(yr) 6390147)535 591 B62 1318 1969 2294 2619 10'-6" (126") PRECAST 475 890 1247 2093 2777 2163 2536 10'-6" (126") PRECAST 284 401 180 10'-6" (126") PRECAST 530 575 916(33) 146133 1736 33 2011 m 643 1052 1533 2093 2781 3643(33) 4754(45)582 530 695 1180(m 1763 ) 2055 2348 11'4" (136") PRECAST 362 945 1366 1846 2423 3127 4006 1V-4" (136") PRECAST 260 452 154 11'-4" (136").:PRECAST 474 504(2 800 (3z7 1274 m 1513 3z, 175392) 945 1366 1846 2423 3127 4006540 qsa so7 1Da2„m 9sa3 (m 1915(9) z187 5)582 12'-0" (144') PRECAST: 337 873 1254 1684 2193 2805 3552 12'4" (144') PRECAST ... 244 402 137 12'-0- (144') PRECAST 470 (9 458,m 724a1) 11531sz 1369(3z) 1585az) 540 873 1254 1684 2193 2805 3552 470 550 940 OD) 13021 1560(13) 181801j 20T51o) 13'4" 160" PRECAST ( ) 296 471 755 1075 1428 1838 2316 2883 13'-4" (160") PRECAST 217 324 110 1 '4- (160") PRECAST 418:(1s) 3861a) 607,30,N24 964,30) 11430, 1323(31, 471 755 1075 1428 1838 2396 2883 428 460 780 ref.-t418(ml 165319) 1887„7, 14'-0" 168" PRECAST ( ) 279 424 706 1002 1326 1697 2127 2030 14'-0" (168") PRECAST 205 293 10D 1 '-0- '(168") PRECAST 384(,$) 358 im NO(29). 889,30) 1054,) 122D (30) 442 706 1002 1326 1897 2127 2830 410 425 717 19) 1358(23) 1582az 1807 21 8" (178") PRESTRESSED N.R. NR NR NR NR NR NR NR 14'-8" (176") PRESTRESSED N.R. 284 91 1 " PRESTRESSED14' '-0" (176 )458783 239 334 (21, 520 (z) 625 z3) 978 (m, 113loo) 1370 1902 2245 2517 2712 246 395 883 a 1303(mj 1518 1734NR 15'4" (184") PRESTRESSED N.R. NR NR NR NR NR NR 164" (184") PRESTRESSED N.R. 259 83 1 '-4" (1840) PRESTRESSED 224 313 (zo 486(m) 769 (29) 911 w) 1054 3) 412 710 1250 1733 2058 2320 2513 230 368 '. 616 9) (m) 1240(a) 1460ar) 1668(2s) 1T-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR '' 1T4" (208" PRESTRESSED ) N.R. 194 64 17'4" '(208" PRESTRESSED ) 187 263 19) 405 m 521 27) 638 ;',). 756 873 z 300 548 950 1326 1609 1849 2D47 192 308 506 (3) 740 09) 1005(za 1271 p,) 1473,3p 19'4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 19'4" (232") PRESTRESSED N.R. 148 52 19'4" (232") PRESTRESSED 162 229 (17) 348 a» 447 as) 547 (m) 647 as) 747 (25) 166 263 429 623 (13 841 1059 1227 30 235 420 750 1037 1282 1515 1716 Le) (•0)t3o - ' NR NR NR NR NR NR NR 142 204 n3) 307 a3) 393 (z3, 480 (23) 588 w) 655.(2q ��.. 21'4" (256") PRESTRESSED N.R. 21'4" 256" ( )PRESTRESSED N.R. 125 42 1'4" 256" PRESTRESSED ( ). 373 537 721 905 1048 180 340 598 845 1114 1359 1468 142 232 p) (M (s, (z9) '-0" (264") PRESTRESSED 137 197 (1s) 295 379 a3) 462 (;) 546 630 (ml ti NR NR NR NR NR NR NR 22'-0" (264") PRESTRESSED N.R. 22'-0" (264") PRESTRESSED N.R. 116 40 1 165 315 550 784 1047 1285 1399 137 223 358 7 513 (171 688 24 863 (m 889 as) '-0" �(288' PRESTRESSED ) 124 179 (,.) 267 m) 342 a1) 416 r I) 492 (z,) 567 cm NR NR NR NR NR NR NR �.- 24'-0" 288" PRESTRESSED N.R. 91 33 ( ) y 24'-0" (288") PRESTRESSED N.R. 129 250 450 654 884 1092 1222 124.: 202 318 p) 455 ne) 606 p3) 757 (n) 878 an r (#) THE NUMBERS IN PARENTHESIS ARE PERCENT (#)THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. REDUCTIONS FOR GRADE 40 FIELDADDED REBAR. ALL VALUES TAKEN FROM "SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE a -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE AINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT 7ONTROL NOTICE OF ACCEPTANCE F.E.C.P.CORPORATION-CASTE-CRETE DIVISION P CCEPTANCE#:16-0126.03 1 � 1 1 � F 1 LINO, PROVIDE BB1 WHERE—,,,,, 1 1 ROOF TRUSSES BEAR, TOP1 1 OF WALL EL. 8'4" UNO. 1 1 1 1 I ♦ 1 ♦♦♦ 1 �##, 1 1 ♦ % 1 ♦` 1 ♦� ; 1 ♦� l � 1 ♦ 1 1 1 ♦ 8F8. ♦ 1 1 1 ♦` 1 T/OM/013 1 1 ♦♦ 1 I ♦ 1 1_ 1 ♦ � 1 1 ♦ I 8RF6-1T/OM/0B � 1 1 1 8F28-1T/0M/0B ♦ 8F16-1T/0M/0B 1_ 1 1 T�T 1 LIFT BEAM PLAN SCALE: 1/4" = V-0" 551 S. APOLLO BLVD,, SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #. 0003325 6, k1 W i t 1 . w ' W 1 171 1, f 04; w )1 1 �a, t 1T DIV. & Tak?" "A CREEKSIDE LOT #105 (1 04321.201/105R1 a ITL r•� 'i 4EBB "1828—CALI" GARAGE SWING: a� { LEFT PAGE: II LIFT BEAD_ PLAN AND a NOTES rd j' 60 MPH EXP cg uZm +443s gk£$°zr e IPZ Q; � ��m�9 •I� 1' `S1 I ATE OF FLONDA iJ j ATE 10/17/19 t ' SCALE: 1/4"=1'-0" SHEET I S 2 Up NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8 8' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM `� 9___1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. (�\ 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING $ \\J PLACESTEEL HEIGHT.i� I �O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND as x � I, 4, Ca AS DEPICTED HEREIN. 1 STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE FAST - 1#5 Pam\ \ TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM T r #5 CORNER BAR W/ 30" LAP FOR EACH O� / REEIURSE OF BOND INFORCING ORBEAM IS OMITTED THE BOTTOM BONDND A BEAM IS EL I S PLACED. THE STEEL COURSE OF BOND BEAM TO BE CONTINUOUS THROUGH THE 1#5 � / TOP OF THE LINTEL. VERTICAL REBAR W/ 10" HOOK \\J'�Q 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. �c Pei Q�P BE 6 DBL. BOND TOP OF / \O EA W/ (1) #5 BAR BOND BEAM 2 �c � � CH COURSE \\JCj 8x8 BOND BEAM TOP OF F = FILLED W/ GROUT W/ (1) #5 BAR BOND BEAM 30" TYPICAL .. pF \Q(\� U = UNFILLED GROUT SOLID FROM \ WI TIHAL # OF #5'S, IN 2ND BOND BEAML TO TOP OF BOND OF OPENING NOMN�i #5 BAR IN BOND BEAM COURSE BEAM � ` SEE NOTE 5 C! -1 T/ 1 M/O B 8x8 PRE -CAST CONCRETE PAS F�� NOMINAL LINTEL Wl (1) #5 BAR (L2) - QP� HEIGHT # OF ; TOP LENGTH OF BAR = WIDTH OF MASONRY #5'S $ OPENING - 2" CORNER BOND BEAM COURSE OR BEAM AM O DESIGNATI N n REINFORCING OF BOND _BEAM IT IS THIS ENGINEER'S INTENT # OF #5'S,BOTTOM 8x8 PRE -CAST CONCRETE 2 SGALE: 3/4 =V-0" - THAT XFXX - 1T/l M/0BINDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER SCALE: 3/4"=T-0" AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM' TO PLAN FOR LOCATIONS TOP OF OPENING s1 PRECAST HEADER(MIN) 2x4 MIN 2 X 3 1-3/16 TAPCSHANOK SIIZZE.ID 5IVE PIN MIN HEAD i4 WINDOW 0 MIN EMBEDMENT 1 1/4") 830FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT _ NT 3 1/4" 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST OR DRIVE PIN (MIN SHANK WINDOW SILL Z r SIZE 145 MIN HEAD S2E .300 -g MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" r O.C. MAX. MIN 1-1/4" EMBEDMENT �- 2x8 (MIN 2 X 3) 2-3/16' TAPCON OR DRIVE PIN (MIN N$ SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 a 2X4 SOLID. BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT C� 7/16" OSB SHEATHING TYPICAL MASONRY WINDOW CMUWL �SILL CONSTRUCTION 4 SCALE 11,'2" -0" ARCHWAY FRAMING DETAIL ri p— f� k; I u h I� F h� SINGLE #5 CORNER', , 30x30 TURNED UP UR Up ORRTURNED DOWN INTO STEEL REINF. OF t FILLED CELL BOND. BEAM LooE� , VIDE #5 BAR STEEL REINF. OF AN CH SIDE �) BOND. BEAM FIE L ATION CHANG CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4"=V-0" �� 4F kq ., n 'srv'.na.. ._. "�✓};k„" ..r.�;='�,•.thC .._'. _'.... $+9,°.i:..rM.f.1. �� a i^"`�_T.S..•u'z'i-.Tvs,"�..'s :Y.f3i;`4 551 S. APOLLO BLVD,, SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #. 0003325 Y St 3D''� K T CREED LOT0#105E PROJECT# 041110 .25 RI. M0DET : 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: I' DETAILS J0 MPH EXP. C ARCWEC : STATE OF FLORIDA 175 mIcHAEL-'c:. ANk7r=iSON AR 1�f0173 5 � PR g N'T DATE: 10/17/19 SC A"Lm: 1/4"=1'-O" SHEET S2.IA FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10dx 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCEWITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, 177" 0 x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. ' TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF2,500 LBS SHALL BE FABRICATED W/ A 2x6BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFSRS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. CON NLCIOR SCHEDULE II CONI ROL DAIL: 014I5-17 Mlle, USP SIMPSON Mll ek USP I SIMPSON ULS. UPLIFT GRAVITY DIES, UPLIH GFAVIIY FASILNLR FgSj LNIER I ITA 16-18 1625 META-16 1450 (8)lad X 1I/41-PLY,(7)16d 2-PLY, EMBLD4 1 (9)10d%11/2'1-PL'l, FEE LEd 2-PI Y, LOBEL4 (2) ED A 16 19 2430 ' (2)MLI A-16 1995. (12)INd xll 1/2 1-PLY, EMBED 4" (10110d%11/2"1-111 Y, LMBLD 4- 1900 (10)16d2 PLV,LMQCD4 (14) 1Ed 2 PLY, EMBED 4' I11A16 1870 11LlA-16 1810 (10)End X11/2,(8) 16d 2-PL$ CM BCD 4 (9)lad x11/2 1PLY,(8) lad2PLY, EMBED 4" 111A 20 1870 11-1A 20 1810 (10) 106 x 11/2,(8) 16d 22PLY, EMBED 4" (9)10dx11/21PLY,(8) 16d2PLY, EMBED 4" do 12111TA-20 2430 (2)11CTA-20 2035 (12)End. 11/2",1-PLY, EMBLD4" (10)lad x 11/2 1PLY, EMBED 4' 2500 (10) Laid 2; PLY, LM OLD 4" (12) lbd 2 PLY, EMBED 4" 2 O LUGI-2 2269 LGl-2. 2150 0LI((5)1/4"x3"Wetlgc 201l+Anchon;W00D(18)10d. (7)'1/4"x21f4 1❑LN,WOOD (16)lad 0111 A-20 2430 DIE IAL-20 2480 (16)-30dx 11/2, 1 PLY ALTER NATO USE OF (2) I ITA20 ACCEPTABLE (16) LOdxll/2,1PLY ALTO RNATC USC OF (2)8CTA30 ACCEPTABLE MUG315a 4175 MGI+ 3965 (115/8"A.T.R. IN HIGI I STRCNGTI I EPDXY (MIN. I2 CMBEDI, 122110d TOWOODI (1)5/8"ATR IN IIIGII STNCNGTI I EP IXY IMIN 12" EMBED),(22) lOdTOWOOD IIUGT2+ 9790 IIGT-2+ 30980 WOOD (8) 10d, MASONRY (1)3/4 A.l,R (23/4"A1 H,IN HIGH SiLHEN61HE xy(MIN, 12" EMBLO)�(16)IOd10WO0D IIUGT3+ 9860 IIGT-3+ 10530 WOOD(8) Lad, MASONRY(2) 3/4 A:1.R (21l/4"A1R,INIIGII SIIRLNG 111 LPl3XV(MIN.12"LMBCD), (16)lid ID WOOD WGl-3 3525 LG13.SDS2.5 A285 CONC(4)3/8"X5"Wedge-Bolt+ Anchors; WOOD (12) WS25 112)SDS:1/4 x3 1OGIR LR,(4)3/8 %S TIILNIIDIOWALL LPTA 1510.PARALLCLTO WALL 14]0 PERPLNDINIAR 1 O WALL LTA2 1210PARALLLLIOWALL 121OPERPCNDICUTARTO WA (10)Lad x 11/2" (ID)30tl xl l/L M UG115 4175 VGl 4940 (1)5/8AIT.R. IN IIIGI I STRCNGTI I EPDXY IMIN.12"EMBED),(4)10d TOP/(6110d FACE/112110d BACK OF TRUSS .T.R, IN I IIGI I STRCNGTI IEPDXY (MIN 12" CMBCD),(161SDS1/4"x3" FIUGT 7185 (2) Val 7185 (2)5/8 A.I.R.IN HIGH.SI HENGIH EPDXY (MIN 12" EMBED), (8) 10d I.R. IN HIGH SI RLNGI H EPDXY (MIN. 12 EMBED), 1321 SDSl/4"x3" MTW 12 1195 MT512 - 1000 (14)10dx 11/2,(141 lad 11/2 ' ElW16 1260 HIS-16 1150 (16110d X 11/2", (16) 10d 11/2 K(24)lOd I I]w 20 1530 IIISRO 1450 (24)10d X 11/2", (20) lad 11/2 I I1W 24 1530 IIIS24 1450 : UA4lid X 11/2",(20)10d x 11/2' LSTA 12- 930 LSTA-12 a+ 925 (10)lad LSTA18++ 1235 LSTA-18++ 1235 (14)lad (14)10d M SI A-18++ 1310 MSTA-18++ 1315 (14)lad (14)10d MI Sl A224++ 1b4C MSIA-24 ++ 1640 (18)10d (18)LEE Mbl A-30 2065 EASE A-3d 2050 (22)106 (22)1Ud Q-MSTA-36. 2065 - MSTA-36++ 2050 (26)10d (26)lad - �. PAKSl 1236 3890 MSTI-36 Iwo (36)lad X 11/2" (361i0d X 11/2" KISI248 5140 MSII-4 SOBS (48)Lad X 11/2" (49110d X 11/2" . LEI AS 1210. 116 950 (16) ed z 11/2,(16) 0) (8)$d TO P-AT C5,(8) 8d TO STU DS SEE 24 1030 SPA 865 (6110d 10 S1 U DS(6) SOd 10 PIAl E (6)lad z1112"TO STUDS MP34 '5251N F1@180% A34 5151N F1 @160'% (418tlx11/2"10BEAM, (4)8tlx11/2'10 POST. (4)8dx11/210BEAM,(4)8tlx11%1"lOPOST 7HCP2 ': BEE HCP2 645 (1O)1Bd .1 1/2" 101 RUSS,(10) 10d X 1112"10 PLAIT - (12)lad X 11/2 H116q 1380 IIlOA 3140 2'TO TRUSS, 810d X1 2 TO PLATE (0110dz11) T ,O i! 18 10d X 112 1 ) / MUG115&PIID4A 4175 VGl &IIOU4 0565 (26) Did 101NU1S,(101W53 WOOD SCREWS I0POSI W/5/81HREADEDNOU OD ID SDS1 4"x21 2 W IFREADED NOD 2 NUIS WASHER 2PLY (lbl-SOS 1/9 x310 WOOD, ) /. / / ,O / / MUGT15&PIID4A 4175 VGT&IID]6 4940 (28{lOtl 101RUS5,(10)W53 WOOD SCREWS 10 vO51 W/5/8"iHREADEDROD ,. (161 SDS 1/9 x310 WOOD, Ii).3/4"9UD BOLT SW/ 1 HRLADLD ROD,(21 NEI S/WASHLR/2PLY. PAU44 2535 6775 ABU 442 22M 66fi5 (1)5/8"A.1.H. IN IIIGI I SI RLNGI I I EPDXY, fMIN.] LMBLD) IN CONC., (12) 16d 10 WOOD (1)5/8.g1 A.I.R. IN I IIGI I Si RLNGI I I EPDXY, (MIN) LMBLD.) IN CONC.,(12) lad 10 WOOD PAU66 .. 2380 1fi005 ABU 66C 2300 12000 (1}5/e" A.I.H. IN I IIGI I RLNG1I1 EPDXY, EMBED) IN CONIC, 10 WOOD (115/8" A.E.R. IN I IIGI I S3 RLNGI I I EPDXY, (MIN.]" LMBLD.) IN CONE, 112116d 10 WOOD = -I Sig 1205 1-1119+++ LOAD (1) 3/4" A.T.R. IN I IIGII STRENGTI IEPDXY,(MIN 7- EMBED) IN CONC.,(S)IOCTOWOOD (1)3/4'IATfl IN I IIGI I STRENGTH EPDXY, (MIN 7" EMBED.) INCONC., 8DOd TU WOOD do LTS20fse'++ 1100 LTT208++rv. -1500 (1)3/4" A.I.R. IN HIGH SIHENGI H EPDXY, (MIN.]"EMBED) IN CONE., 11011W x 1-1/2 10 WOOD (1) 1/2" A.1N IN HIGH SIRENGIH EPDXY, (MIN 7"EMBED) INCLINE, (10) 10d 10 WOOD O C 11745 4160 IITT4 4235 (1)5/9" A.T.R. IN HIGH SI NENGI H EPDXY (MIN.]" EMBED) IN CONC.,(18116d X 21/2" (1)5/8"AIH IN HIGHS) RLNGI H EPDXY (MIN. EMBED;) IN GONG, 126116d X21/2" Ea 5005 H115. 5090 (1)5/8 A.I.R. IN LIIGNSI RLNGI I I EPDXY (MIN.]" EMBED) IN CONE, 126116d X 21/2 ILI5/8' AIH IN I IIGI I SIRLNGI I I EPDXY (MIN]1 LMOLU) IN CUNC 12b118d X 21/2" a'H1141 14395 it-S HHD OS 0 11810 11 A.T.R.IN IIIGI I STRCNGTII EPDXY MIN 10" EMBED) IN CONE 24 W53 WOODSCRCWS 0"CMBCD. INCONC 245D5Y"x We"WOODSCRCWS 11 A.i0. IN IIIGPI STRCNGTII EPDXY IN 1 ) ( .IM. P IDF8A I870.' I ID]B 6645 / COW 7' I I 1151 I I ED) ITN 7/8 ED S (1)? /WAB IN HIGH SI RENGI H EPDXY, IMIN 7"EMBED.)IN CONC,(31.3/4" SI UO ROLL SIO WOOD - (11718 A.B. IN IG HE NGl EPDXY,(M I N. LMa3 CONIC (3) SI BOLI 10 WOOD NFM�SX12U Aw 7130 MBI IA 356/11.25 347S 5330 (1)112"'J-BOLT WMIN 6"EMBED &NOI LESS I I IAN 4"FROM LOGE. OFCONCW/ II DIA II W RAMSLI/RLDIILAD DYNA BOLT SUI AND) IOR OR LEE W/MIN 5"LMI OLD INSI ALLLD INFAO-.(14)10d Al 1DISI (1)3/4"AI11IN 1I6II SIHLNGI I I EPDXY, .(MIN :6.]5" EMBEDMENT) IN CM.U. I OP, (1) 3/4"AJA IN IIIGI I S➢iLNGIII EPDXY, (MIN,675"LMBLDMLN111 N C.M.U. FACE,(18) 10d 10 BEAM IIU5412]} 3060 2710(IOU%) IIUSC412. (WOOD).' 3635 2660(100%) (10) Fad 10 HEADER, LEE) 1fid 10 WOOD (10) 15d 10 HEADER, (10) 16d 10 WOOD 3325(125%) 3265(125%) N w U..,. IID4101F EMd) 1950 - 5000 IIUC410 (EMU) 1800 450U (IS)I/4'x3"" WS3SCRCWS,(10)10d TO WOOD. USP (20)3/16IAPPLHp (1030d10 WOOD (1811/4 X23/4 D1 LN(Y PER FLANGL)10 CMU,(10) 1OdIOWOOD: Z iIID230214 (EMU) 1960 5000 IIUC2102 (LMuI 1800 45W "" (18)1/4 X3 WS3 SCREWS, (10) 10d 10 woDD USP (Z➢13/16'"`TgvPER+,(1D)iodloWOOD I (18)1/4`%23/4'111 LN (9 PER FLANGE)IUCMq(10)lad TO WOOD: I ID210-31V(CMU) 1950 SODO IUC2103 (LMuI 1800 4500 (18)1/4 tt3"" WS3 SCREWS, (1011Od10 woUD. USP 12DI3/16""igvveR+, (lD)1Bd lowooD (18)1/4 v23/4 111 EN (9 PER FLANGEI I0CMU,(10) 10010 WOOD. LGUM26-2 2125 6%5 LGUM2fi-25D5 1430 5595 (4)3/9'X4"Wedge-Bolt+ Anchars, WOOD (4) WS3 WOOD SCRLWS (4)Ji/8.% 4 IN LN LID ANOI IORS(2 PER FLANGL)10 COLL(4)1/4X2-1/250SSCRLWSIO WOOD tip, CJ1 o CJ3 CJ5 1A 1A 3.1 1A 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ USP HLPTA75 USED TO M LO BRACE TOP OF WALL. U U U EJ7 ~ -''-II- fl = x II II II II II II II II II II II -_ II II II II II AT USS V� 10d JAI S 6" O. II II II II II II II II (4"I ROM CA. ENI1) p 11 11 _ II CJ1 IA II II n -I CJ3 u II = CJ5 �I II I A14G LIL I=�_ 3.1 -=-6 A-f U-- �3-=== ---- --- ----- - -- ��_`_ ==mom= PRE -FABRICATED ROOF TRUSSES @ 24" O.C. MAX. 0 ' I I i I I I I I I I I A1A I I I I I I Q --ACCES4 A5 I I I A7 I I I I I I A--==__ _- = All _ _ \� A13 1A A15 - I I-- - I 3.1 _ --- 3.1_ /A16 B1GE =_ __ = C1 E 7 S I 7 8 3:4 3.1 I 3.1 3.1B FRAMING PLAN SCALE: 1/4" = V-0" 1 O O m O ILL rn z O Q O 1A IR O z m 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 H www.abdesigngroup.com 0003325 %Ifs, r TIIF 1 's o JI 0. 41 f ON 10 # c; I k P) r9 I . m is UBDIV. @k ,ID CREEKSIDE LOT #105 3kODEL: 4EBB "1828-CALI" CaARAGE S WING: LEFT FRAMING PLAN a 160 MPH EXP. C4 ARCHrrECT- STATE OF F FLORIDA f VVI MICHAEL C. ANDERSON AR NO 17305 -eRINT 10 17 19 ATE: / / SCALE: 1/4"=1' - O" MEET S 3 %.*vpy j ENGINEERED WOOD TRUSSE — — PLYWOOD SHEATHING, SEE 3 @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" 175 PLYWOOD SHEATHING, SEE (2) USP HTA16 TRUSS ANCHOR # WM UPLIFT USP "ROOF/WALUFLOOR WITH (9) 10d x 1 1/2"NAILS TO HTWM20 W/10 10d TO SHEATHING TRUSS EA. PROVIDE 4" MINIMUM NOTE: FOR (A) W/ SINGLE TRUSS AND (4) 1/4" x 2 1/4" FASTENER SCHEDULE" CONCRETE EMBEDMENT. DBL PLY, A PT SYP #22"X6"X4'-0" TAPCONS TO CONT A-(1)USP HTA16 TRUSS ANCHOR WITH (9) STRAP, 1 EACH SIDE WRAPS UP MAY ADDED W/ 10d POURED LINTEL AND OVER TRUSS (NOT NAILS, 2 ROWS, 3" O/C TO 10d x 1 1/2" TO TRUSS. FL#17680 # 1900 UPLIFT (2) USP E� SHOWN) FACILITATE 2-PLY B-(2) USP HTA16 TRUSS ANCHOR WITH (9) HTWM20 INSTALLED ON PRE-ENG TRUSS 10d x 1 1/2"TO TRUSS EA STRAP. FL#17680 USED IN CONJUNCTION WITH CONNECTOR. OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WRAPS UP AND HEAVY UPLIFT CONNECTOR BLOCK WALL W/1010d TO OVER TRUSS (NOT SHOWN) FL#17680 TRUSS AND (4) 1/4" x 21/4" 1x2, 2x WOOD FASCIA (A) USP LUGT2 W/ (5) 1/4"x3" POWERS TAPCONS TO CONT CONTINUOUS BOND BEAM WEDGE BOLT& (16) 16 GALV. NAILS TO POURED LINTEL SEE ARCHITECTURAL TRUSS (2PLY) #FL17240 (NOT SHOWN)) 2x SECURED W/ (3) 16d (B) USP RFUS STEEL CONNECTOR WITH (4) GALV. COMMON NAILS. ENGINEERED WOOD 3/4"x6"WEDGE BOLTS AND s lx2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 12" O/C FOR REVIEW 2x SECURED W/ (3) 16d AND APPROVAL IF 4 BOLTS ARE USED GALV: COMMON NAILS. [ 1x2 SECURED W/ 10d M SONRY BOND ENSURE THAT CELLS ARE GROUTED GALV: COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM 12" O/C SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, 1-:1786 LBS (2PLY) IN A ALLOWABLE UPLIFT = U:1870 LBS, L 710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, 1-:1010 LBS (4 WEDGE BOLTS IN RFUS) TAP CONS MIN. 2" M B ALLOWABLE UPLIFT = U:2430 LBS, L:1010LBS (2 STRAPS) k COVER 2"APART REPAIR OF MULTIPLE r 1a 1b TYPICAL TRUSS/ R SCALE:3/4"=,-0" 2 2 TYPICAL ROOF q MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTO (S) a b GIRDER CONNECTOR(S) SCALE:3/4"=1'-0 I (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d @ EA. 2x4 BLOCKING BETWEEN RE TRUSS (DIAG. BRACE TO X BURACING IS RESENT AT COVER STRUSSES) 4'0"O.C.(AT SHEATHING 0'-0" TO 30 0 - (1) "X" BRACE SEAMS) 30-1"TO60 0(3)"X"BRACE (1) "X" BRACE @ CENTER SECURE 2x8 PT PLATE FROM CENTER TO END. ANCHOR BOLT W/A2 � 6'-0" MAX (W/1 X4) (2) "X" BRACE DIVIDED EQUALLY WASHER SET IN HIGH r OR 10--0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE SECUR EGABLE TO20x8 BTM. CHORD P.T. PLATE W/92ds 8' r11 BRACING', SEE STIFFBACK (AS PER O.C. MAX x PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ o )a MAY NOT BE -- v � a F REQUIRED TO BE INS ALLEDT`R�USS 10'_0" O.C. MAX. �( m Ee BTM. CHORD OF — WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. r 1 x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER k; MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0 O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD BLOCK WALL VV/ GABLE END INTERSECTION TYP. D SCALE: 3/4"=1"-0" 6 BTM. CHORD BRACING PRE-ENG'D TRUSS a NOT USED 5 R, hi 4 NOT USED ra I" f THE USE OF ALTERNATE MATERIAL. MA `� HOLE EDGE >5/8" � ° NQTQHDEPTEUSED SO LONG AS THEY CONFORMTO �.�'l E r EDGE i' HOLE DIAMETER FOLLOWING < 2/5'D SGL. STUD OUTER I/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS ' SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS 11 EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 ANDF2 FORCES.` BTM. HOLE DIAMETER PLATE <3/5`D DBL. STUD I STUD NOTCHING NOT USED NOT USED ALTERNATE MATERIALS g Q AND BORING LIMITS 10 11 scALE:3/4"_7'-0" r� CY c, CREEKSIDE LOT #105 ( PROJECTmn,..._ 04321.201 105R1 O.'"�EL• 4EBB "1828-CALI" F GARAGE SWING: LEFT F PAGE: DETAILS 6 1 n l .A) RCHITECi ri STATE OF FLORV % A IICHAEL C. AIVDERSON AR NO 17305 , ATEr: 10/17/19 SCALE: 1 /4"=1' — 0" SKEET S34I PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) i I 2X4 DIAGONAL BTM. CHORD BRACING: SEE PLAN FOR LOCATION SECURE 2 6 PT PLATE TO BLK W/ 1/2" DIAI ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. ATI32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 1l2d's 8" O.C. MAX PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC.POURED LINTEL COURSE —� CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SGALL—: 3/4"=1'—U" 551 S. APOLLO BLVD,, SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-8023591 www. a b d es i gngrou p. corn AA #: 0003325 4 r� �4 �y 4 h U Ell W C Sys 4� m 4 l- -'h e as ff Sl°R I n M Luomv,2 CREEKSIDE LOT #105 PROJECT# 04321.201 105R1 4EBB "1828-CALI" GARAGE SWING: LEFT `WAGE: „ F) 1 DETAILS ;? I I 60 MPH EXP. C x l.a ARCHrrECT- 2TATE OF FLORIDA " OCT +! 44v MICHAEL C: ANDERSON AR NO T7305 PRINT 10/17/19 SCALE: 1 /4"=1' — 0" SHEET S 3. I �a 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No:2 SYP DIAL. WHERE X-BRACING IS PRESENT AT BRACE W1(3) 12d @ EA. 4'-0" O.G. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVERS TRUSSES) 0'-0" TO 30'-0" (1)' X" BRACE 30'-1"TO 60'-0 (3) "X" BRACE pRE=ENG GABLE TRUSS (1) "X' BRACE@ CENTER (2) "X. BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH t (AS PER TRUSS ENG) PLYWOOD SHEATHING. SEE "ROOF/WA W FLOO R SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1 x2; 2x WOOD FASCIA CONNECTION PER SEEARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS: TRUSSES @ 24" O/C, 1x2 SECURED * 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN — 12" O/C AND APPROVAL SECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEOULE GABLE END PRE—ENG'D TRUSS 1 P RETURN SCALE :3/4°=r-o° SIDE VIEW PRE—ENGINEER`S VALLEY TRUSS CONNECTION SCALE: N.T.S. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-8023591 www. a b d e s i g n g ro u p. c o rn AA O00003325 :. r �7 CREEKSIDE LOT #105 PROJECT# 04321.201 105R1 MODEL: 4EEB "1828—CALI" GARAGE SWING: 5 LEFT a AGE: P; DETAILS M' L160 MPH EXP. C ARCHITECT STATE OF FLORIDA - _ l • /. - f i'- AICHAEL C AhbEf6SON AR NO V305 PRINT DATE: 10/17/19 SCALE: 1/4"=1'—O" SHEET S3.IC 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES--,- ¢� . . ...... zw Z 0 U w Y z. =U Cf) C Z Q z 0 00 Z w Z � w w CD U Z z /LU Y (aJ Q V J J QU CO O -z Yz U O U8 = w U z00 �U Q z w U w @J (dj co 2 U F- U U U O Z Do z -a co a . . . 2A3LE- ENC Nat HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED`. 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE EFFI IENT,+� A -i8 CO C ROOF,DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR COUS EMENTITI TILE AND METAL ROOFING USE MIN.5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4 OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 RING RINGS SCREW SHANK PER I PER INCH) 8d I' SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STARE, NAIL & TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING \\\\ EXTERIOR SHEATHING I. USE 1/2" CDX OR 7/16" O.S.B. PLY WITH Ed RING SHANK GUN NAILS AT 4" O.G. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED I �I PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH L ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ' GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33, MAXIMUM AGGREGATE SIZE SHALL BE 3/4". :. .STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND I WOOD: ARCHITECTURAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER i NON -BEARING WOOD WALLS TOP PLATES & STUDS. CAN BESPF. , ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". E BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ALL WOOD FOR BEAMS, BEARING ON STRUCTURAL DRAWINGS. APPLICABLE WALLS SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATE p ON FOR STRUCTURAL CONCRETE, ACI 530-13lASCE 5-13 AISI SPECIFICATION FORTHE DESIGN OF - ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONSDRAWINGS. SEAMS LAPPED INCHES AND SEALED WITH ADHESIVE TAPE.. '. - ', PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE. INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY - HALL BE T ' E AR SITUATION ELSEWHERE ON THE PR E T FORM WORK SHORING AND'BRACING FOR ALL CONCRETE BEAMS SLABS COLUMNS WALLS R SH LL BE RATED TO RETEN C8d RING SHANK GUN NAILS @ 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. I U b1z J.I tfUG I UNAL UMAUL) Sd RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6 IN FIELD J\ S CyNS RU D TO APPLY TO ANY SIMIL _ OJ C , - , , EASON A TION LEVELS OF 0,42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT ' "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN 1/2" OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS:: MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTIENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE: AFFECTED PART .PLANS: WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. - ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO. BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS. WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY! BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH SHALL BE ASTM At85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI', ,WOOD .TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. . E DESIGNED AND FABRICATED IN ACCORDANCE E E "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE NFPA STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREME TS AND SLAB DN GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS; SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCINGSTEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0:036"AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE: ARCHITECT IF ANY DISCREPANCIES. ARE FOUND, REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN. ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPI/WTCA BCSI 1" ROOF. LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED �. 20 psf TOP CHORD -non-concurrent REVIEW. - TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES.. 10 psf BTM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" ADDITIONAL DEAD LOADS FOR THE ROOF TRUSS MANUFACTURER WILL PROVIDECALCULATIONSAND PROVIDE 36" x 36" CORNER BARS; BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS A VEY LINDICATING LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 psf TOP CHORD 20 psf T D (7 psf w! ASPHALT SHINGLES) (10 psf w/ No No GYPGYPCRETE) (1 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. : TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ' STAIRS LIVE LOAD 40 psf WIND: AEADLOAD SPEEb 160MPH3-SECONDGUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 2p sf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30 sf, BALCONIES EXTERIOR p p (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL NOTIFIED TO THE AND DECKS: GUARDS AND HANDRAILS: GUARD COMPONENTS: SOO PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES, THE TRUSS FABRICATOR SHALT OFILL AGE N SCE, VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF. EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED: ERECTION aopsf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BYA FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIE 5/TMS 402. BUILDING CODE REQUIREMENTS FOR "SPECIFICATION MASONRY STRUCTURES" AC 530/ ASCE O DRAWINGS WILL BE REVIEWED F R SHOP GS O 9LEo-1L'COMPLIANCE WITH THE DESIGNING INTENT F MASONRY STRUCTURES AND COMMENTARIES A MASONRY STRUCTURES SPECIFICATIONS OR MASO 5 SO S UC , THE HURRICANE TRAP SPECIFIED STRAPS S C ED ON THE WALL SECTIONS CTIONS ANDPLANS ARE PROVIDED F O TO FACILITATE THE OF THE CONTRACT DOCUMENTS ONLY. ITS A H LL BE THE E R PONSI ILITY OF THE CONTRACTOR R V S B C O TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. : CONSTRUCTION SCHEDULE AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LE btk ELEVATIONS, DIMENSIONS, ETC. TE MASONRY REGULAR SIZE BLOCK WALLS HALL BE TWO -CELL ELL HOLLOW CONCRE ALL BLOCK S O C C THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE - ALL SHOP DRAWINGS SHALL BE REVIEWED BY - ALL THE CONTRACTORS PRIOR TO THE ARCHITECT. DE I'm 1500 PSI. BLOCK SHALL BE PLACEDIU IN WITH ASTM C 90 GRADE S G MANUFACTURED IN CONFORMANCEI RE MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HA BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUS% ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL ®E RETURNED. UNCHECKED. SHOP DRAWINGS IN THE FORM OP DRAWINGS RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED v.. ..PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT UB€D TO FILL MASONRY CELLS SHALL COMPLY WITH: WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRA ASTKC-476, AND SHALL PROVIDE A MINIMUM COMPRESSIV E STRENGTH OF 3DOOPSI AT DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALLBE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGSCHECKED, C C UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3'/8" .rC CONNECTORS" BY USP ORE AL QU UNLESS NOTED O OTHER WISE N PLANS S INSTALL CONNECTIONS WRITING BY THE ARCHITECT. R EA GREGATE AND SHALL BE PLACED W/ A SLUMS OF 8" TO 10". USE ONLY MECHANICAL VIBRA TION O , s G , WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE To NSOLIDATE GROUT. LATEST CATALOG. FOUNDA ION/ SITE PREPARATION: " R " " R D EXCLUSIVELY N THIS PROJECT. MORTAR SHALL BE TYPE " M. O S MORTAR SHALL BE USE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING MIXED AS OUTLINED UNDER ASTM ER ANDNS - EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95 % OF THE M. RTARHORIPROTRUSIOS THAT E TEND INTO SHALL BE3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THATEXTEND INTO SHALL BE-34' TICK REMOVE MODIFIED PROCTOR DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREATALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. - -CMU ISHALL FILL CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY ' .-� REINFORCING." SUCCESSFU COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS. FAILING TO MEET THE -- - ' GEO TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. TRS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE CONTRACT MINIMUM SIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BYI,THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION,AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36, Fy = 36 ksi FOR. ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR`:S, Fy = 35 ksi. TUBE AND PIPE 2;500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL .BE.CONCRETE-FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP. SHALL NOT EXCEED 5'+/- PRIOR TO THE ADDITION OF PLASTICIZER. BE TIGHTENED. IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS - ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCF THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETECOVERAGEOVER: REBAR SHALL BE AS FOLLOWS: " A. 3" FOR ONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): 8. FOR CCNCRETE EXPOSED TOIEARTH AND/ORWEATHER'. 1-1/2,'FOR #5 AND SMALLER 2p R #6 AND LARGER FI'R C. FOR CCRETE NOT EXPOSED TO WEATHER 3/4' F SLABS WALLS AND JOISTS 1-112' F BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS I FASTENER SCHEDULE WINDOW AND DO R BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZETYPE SPACING REMARKS 1 x2 PT FURRING TO CASE HARDENED COIL 8" O/C MASONRY / CONC. NAIL 1 1/2" LONG. GARAGE DOOR BUCK 1/4" DIA. TAPCON MASONRY 1 1/2' EMBED., 4- END DIST., TO MASONRY/GONG NO WASHER FASTENER 8. O/C 1 V2' EDGE DIST. SGD AL EXT. DOORSHARDENEDE IL 9" O/C CASE G. WINDOW/DOOR! FASTENED ix PT. SEE NOTE 6 NAIL 1 1/2" LONG STAGGERED INTO MASONRY/GONG. GARAGE DOOR BUCK 1/2" CIA. R EXPANSION BOLT 4" EMBED., END DIST., TO MASONRYlCONG WASHER 24 O/C E 3" EDGE DIST. WINDO WINDOW BUCK CASEFASTEN FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING NAIL L1/2" LONG. STAGGERED INTO MASONpY/�� f1 MASONRY/CONC. REQUIREMENTS l+< EXT SWING DOOR I213/1G'DA. "TAPCON' 18"O/C2-EMBE, 8"ENO BUCK 2x PT SEE NOTE 6 NO WASHER FASTNER DIST., 1 1/2 EFJGE DIST. NONBEARINGWOOD 1/2"^ EXPANSION " 4" EMBED. 4"END WALL TO CONC. SLAB W/ WASHER BOLT 24 O/C DIST., 3" EDGE DIST. 2x PT WINDOW BUCK 0,138"RAF x 21 /A" 9" O/C 4" END. DISt., 1 12' PT TO STEEL COL SEE _ NOTES W/ WASHER STAGGERED EDGE DIST. NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2 FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCK SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN RE 5. FASTENER SPACING FOR THE BUCKS SHALL BETHE STRICTER REQUIREMENT . QU OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE (PR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERSARESECURED W/ TAPCONS OR RAF TO THE SUBSTRATE. - 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Fes, W cq W U W ti F ti V 4 F A tiff `i y ua rd Y I t;� T re F9 a CREEKSIDE I*r' LOT #105 PROJECT# 04321.201 105R1 MODEL.• 4EBB "1828—CALI" GARAGE SWING: LEFT ]PAGE: �F t DETAILS 60 MPH EXP. lc ARCHITECT: STATE OF FLORIDA I; l'Ac I - C ANDERSON 3 " �`: I "1 '7305 DATE: 10/17/19 SCALE: 1/4"=1'-0" SKEET S NI pfI- Planning & Development Services Department Building & Regulations Division Product Review Affidavit FL#or Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION Product Model# Manufacturer Glass Description Method of Attachment Building Design Product Design APPROVAL REVISION DATE ! Pressure Pressure 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. FL5891.2 R6 12/31/2021 Swing door Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 1 1/4" (+36)/(-47) (+67)/(-67) Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, .11 3/4" 0/c atjamb, 16" @head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4" @ head. 1 1/4" embedment, Two additional tapcons midspan and one at lower frame required vertically each side. FL16103.1 R14 2/28/2021 SH Window Ply Gem APO Ply Gem Non Impact Install per manufacturers recommended requirements. (+38) / (48) (+50) / (-50) Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c a at lamb, 10„ @ head. 1 1/4" embedment. Type 11: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 8 1/2" o/c at jamb, 6" @ head. 11/4" embedment. El additional tapcons top and bottom required horitontally, one midspan vertic: tally each FL16100.1 R6 6/30/2020 Vertical Mullion 55r�770 Ply Gem �SC PI Gem y Non Impact p side. Install per manufacturers recommended requirements. N/A N/A Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 16" @ head / sill. 1 1/4" embedment. Type 11: 3/16" or 1/4" ITW concrete tapc®R anchor. 6" max. from corners, 8 1/2" o/c at jamb, 10 1/2" @ head / sill. 1 1/4" embedment. Five additional tapcons top and bottom required horitontally,two midspan Vertically FL16104:2 RS 11/30/2022 Fixed Window Ply Gem 1500 Ply Gem Non Impact each side. Install per manufacturers recommended requirements. (+38) / (-48) (+55) / (-SS) 1/4" concrete tapcon anchor. 2 1/2" minimum edge distance. 6" max o/c from corners Builders Series 4780 w/ and 20 3/4" max o/c elsewhere top, vertically and bottom. 2 1/2" min embedment. FL14634.1 R4 12/31/2022 Sliding Glass Door Ply Gem Non Impact (+33) / (41) (+50) /(-50) Sill Riser 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. FL20461.17 R4 12/31/2021 Opaque single Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 1 1/4" (+36) / (-47) (+47) / (-47) door with transom Double Garage 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C FL16107.3 R10 12/31/2020 16.2x7 73 W6 Clopay N/A '.. (+29 )/ (-35) (+36) / (-42) Door Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" FL7006.1 R10 _.12/31/2020" - Roof IKO Cambridge N/A above each cutout. Drive nails straight so that nail head is flush with, but not cutting (+36) / (-47) N/A _ into shingle surface. Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring FL15216.1 R7 12/31/2020 Underlayment Rhino U-20 Intenveb N/A shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the N/A field. Position Vent Flange beneath loosened shingles aligned w/ deck opening. Apply ASTM D 4586 orASTM D 3409, Type I roofing cement/mastic tothe underside of the vent flange at both the inside and outside perimeter and to continuously surround and seal j the flange. Slide the top and side flanges of the vent underneath the shingles and allow the bottom flange to lie on top of the shingles. Attach the vent with galvanized or stainless steel roofing nails having a min 12 ga shank, min 3/8" diameter head and sufficient length to penetrate through the sheathing (ring shank nails shall be used in the HVHZ). Nails shall be located 1" from the edge of the flange and 8"O.C. along all FL16918.3 R2 9/9/2026 Off Ridge Vent OFF -RIDGE VENT WITH TAMCO N/A four sides of the vent. All exposed fasteners shall be sealed with roofing N/A N/A BAFFLE cement/mastic: all loosened shingles shall be adneared down with roof cement/mastic. Refer to and follow ALL Manufacturers installation instructions. AOR is not responsible for Errors, Omssions or interpritations of this Installation Method. Apply Roofing Sealant on all seams inside the Roof Collar. Apply Roofing Sealant along all (4) sides of the bottom of the Vent Flashing. Install in location under shingles to roof deck. Fasten Base Flang to Decking using 1 1/4" Ring Shank Nails. Fasten Base Flange w/(1) nail ea corner @1" from edge. Fasten each Side of Base Flange using (3) nailes spaced nominal 5" apart and 1" from edge. Fasten Top and Bottom using (3) nails spaced a nominal 5" apart and 1" from edge for a total of 22 FL3792.4 R11 9/16/2021 Roof Vent 770-D Lomanaco N/A nails. Seal all seams and nail heads and loose shingles. Refer to and follow ALL N/A N/A (alternate) - Manufacturers installation instructions. AOR is not responsible for Errors, Omssions orinterpritations of this Installation Method. AOR is not responsible for Errors, Omssions or misinterpretations of this Installation Method. FL24161.1 NONE 12/31/2020 Soffit Variform Soffits PlyGem N/A FL24161.1 (+31.6) / (-38.8) (+77.0)/(-73.6) 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment@ 1 3/4" in Hurricane Panels Hurricane Storm concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed FL16293.1 R2 12/31/2020 Less than 6' span 24 GAGE panel MFG. N/A screw or all thread but with wing nuts. N/A + or - 20 p.s.f. 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in Hurricane Panels Hurricane Storm concrete /masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed FL16293.1 R2 12/31/2020 6' span or more 24 GAGE panel MFG. N/A screw or all thread but with wing nuts. N/A + or - 20 ps.f. Install per manufacturers recommended requirements. FL17147-1 R4 6/27/2021 Zip System Wall Sheathing Huber N/A N/A N/A Sheathing CONTiROL DATE 6.120 ) AIL copy